csc exhibit - connecticut · 2019-04-04 · 3 alcatel-lucent 9442 rrh2x40-aws 3 alcatel-lucent 9442...

EXHIBIT 1

SITE NUMBER: CT2381SITE NAME: STRATFORD STONYBROOK ROAD

ATC SITE #: 283420

AT&T

45 BEECHWOOD DRIVE TEL: (978) 557-5553NORTH ANDOVER, MA 01845 FAX: (978) 336-5586

500 ENTERPRISE DRIVE, SUITE 3AROCKY HILL, CT 06067

SITE NUMBER: CT2381

SITE NAME: STRATFORD STONYBROOK ROAD

FA CODE: 12906923

PACE ID: MRCTB035102, MRCTB035114, MRCTB035363

PROJECT: LTE 3C/4C/4TX4RX 2019 UPGRADE

PROJECTSITE

SHEET NO. DESCRIPTION REV.

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ATC SITE NAME: STONYBROOK RD CTATC SITE #: 283420

72 HOURS

UNDERGROUND SERVICE ALERT

ISS

UE

D F

OR

ZO

NIN

G


ATC SITE #: 283420

AT&T



GROUNDING NOTES GENERAL NOTES


ATC SITE #: 283420

AT&T



COMPOUND PLANEQUIPMENT PLAN


ATC SITE #: 283420

AT&T



ELEVATION

EXISTING ANTENNA LAYOUT

PROPOSED ANTENNA LAYOUT


ATC SITE #: 283420

AT&T



PROPOSED RRUS DETAIL

PROPOSED LTE ANTENNA

& RRH MOUNTING DETAIL

NOTE:

PROPOSED SURGE

ARRESTOR MOUNTING DETAIL

FINAL ANTENNA SCHEDULE

6630


ATC SITE #: 283420

AT&T



RF PLUMBING DIAGRAM

NOTE:

NOTE:


ATC SITE #: 283420

AT&T



GROUND BAR - DETAIL

GROUND WIRE TO GROUND BAR CONNECTION DETAILTYPICAL GROUND BAR CONNECTION DETAIL

GROUNDING RISER DIAGRAM

EXHIBIT 2

A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com

Structural Analysis ReportStructure : 119 ft Monopole

ATC Site Name : Stoneybrook RD CT, CT

ATC Site Number : 283420

Engineering Number : OAA746858_C3_01

Proposed Carrier : AT&T Mobility

Carrier Site Name : Stratford Stonybrook Road

Carrier Site Number : CT2381

Site Location : 23 Stonybrook RoadStratford, CT 06614-371541.203300,-73.148600

County : Fairfield

Date : March 14, 2019

Max Usage : 73%

Result : Pass

Prepared By:Peter GiordanoStructural Engineer II

Reviewed By:

COA: PEC.0001553

Eng. Number OAA746858_C3_01March 14, 2019


Table of Contents

Introduction .................................................................................................................................... 1

Supporting Documents .................................................................................................................... 1

Analysis ........................................................................................................................................... 1

Conclusion....................................................................................................................................... 1

Existing and Reserved Equipment..................................................................................................... 2

Equipment to be Removed............................................................................................................... 2

Proposed Equipment ....................................................................................................................... 2

Structure Usages .............................................................................................................................. 3

Foundations ..................................................................................................................................... 3

Deflection and Sway ......................................................................................................................... 3

Standard Conditions ......................................................................................................................... 4

Calculations ......................................................................................................................... Attached


Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 119 ft monopole to reflect the change in loading by AT&T Mobility.

Supporting Documents

Tower Drawings Valmont Order #20380-60, dated June 11, 2010Foundation Drawing Valmont Order #20380-60, dated June 11, 2010

MFP Engineering Project #40913-019, dated June 21, 2013Geotechnical Report Terracon Project #J2105132, dated April 2, 2010Modifications TES Job #13142 Rev 3, dated November 12, 2014

Analysis

The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222.

Basic Wind Speed: 97 mph (3-Second Gust, Vasd) / 125 mph (3-Second Gust, Vult)Basic Wind Speed w/ Ice: 50 mph (3-Second Gust) w/ 3/4" radial ice concurrentCode: ANSI/TIA-222-G / 2015 IBC / 2018 Connecticut State Building CodeStructure Class: IIExposure Category: BTopographic Category: 1Crest Height: 0 ftSpectral Response: Ss = 0.20, S1 = 0.06 Site Class: D - Stiff Soil

Conclusion

Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report.

If you have any questions or require additional information, please contact American Tower via email at [email protected]. Please include the American Tower site name, site number, and engineering number in the subject line for any questions.


Page 2


Existing and Reserved Equipment

Elev.1 (ft) Qty Antenna Mount Type Lines Carrier

6 CCI TPX-0708212 Raycap DC6-48-60-18-8F(32.8 lbs)3 Ericsson RRUS 32 B23 Ericsson RRUS-32 B30 (77 lbs)3 Amphenol Antel BXA-171063-12CF

117.0

3 CCI OPA-65R-LCUU-H6

T-Arm

(1) 0.39" (10mm) Fiber Trunk

(12) 1 5/8" Coax(4) 7/8" (0.88"- 22.2mm) Fiber

3 Amphenol Antel BXA-171063-12CF109.0

3 CCI OPA-65R-LCUU-H6Flush -

AT&T MOBILITY

3 RFS ATMAA1412D-1A203 Ericsson RRUS 11 B1298.03 Ericsson RRUS 01 B2 w/ Solar Shield3 Ericsson KRY 112 144/23 Ericsson Radio 4449 B12,B7197.03 RFS APXVAARR24_43-U-NA20

Side Arm

(2) 1 1/4" Hybriflex Cable

(12) 7/8" Coax(2) 1 1/4" (1.25"-

31.8mm) Fiber(1) 1 5/8" Hybriflex

87.0 3 Ericsson AIR32 B66Aa/B2a Side Arm (12) 1 5/8" Coax

T-MOBILE

3 Alcatel-Lucent 9442 RRH2x40-AWS3 Alcatel-Lucent 9442 RRH 2x40 700U6 Amphenol Antel BXA-171063-12CF

77.0

6 Amphenol Antel BXA-70063-6CF-6

T-Arm (12) 1 5/8" Coax VERIZON WIRELESS

Equipment to be Removed

Elev.1 (ft) Qty Antenna Mount Type Lines Carrier

117.0 3 Ericsson RRUS-11 - (3) 0.38" (9.6mm) Cable AT&T MOBILITY

Proposed Equipment

Elev.1 (ft) Qty Antenna Mount Type Lines Carrier3 Ericsson RRUS 4449 B5, B12

117.03 Kathrein Scala 80010965

T-Arm(3) 3/8" (0.38"-

9.5mm) RET Control Cable

AT&T MOBILITY

1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations.

Install proposed lines inside the pole shaft.


Page 3


Structure Usages

Structural Component Controlling Usage Pass/Fail

Anchor Bolts 43% PassShaft 68% Pass

Base Plate 22% PassFlanges 56% Pass

Reinforcement 73% Pass

Foundations

Reaction Component Analysis Reactions % of Usage

Moment (Kips-Ft) 1,312.9 52%Axial (Kips) 26.7 50%Shear (Kips) 15.2 24%

The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required.

Deflection and Sway*

Antenna Elevation (ft) Antenna Carrier Deflection

(ft)Sway (Rotation)

(°)Ericsson RRUS 4449 B5, B12

117.0Kathrein Scala 80010965

AT&T MOBILITY 1.356 1.432

*Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G


Standard Conditions

All engineering services performed by A.T. Engineering Service, PLLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following:

Information supplied by the client regarding antenna, mounts and feed line loading

Information from drawings, design and analysis documents, and field notes in the possession of A.T. Engineering Service, PLLC

It is the responsibility of the client to ensure that the information provided to A.T. Engineering Service, PLLC and used in the performance of our engineering services is correct and complete.

All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications.

Unless explicitly agreed by both the client and A.T. Engineering Service, PLLC, all services will be performed in accordance with the current revision of ANSI/TIA-222.

All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. A.T. Engineering Service, PLLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein.

Job InformationPole :

Location :Client :Height :

Description :Shape :

283420

AT&T MOBILITYSTONEYBROOK RD CT, CT

18 Sides119.00

Taper: 0.300000(in/ft)(ft)

0.00© 2007 - 2019 by ATC IP LLC. All rights reserved. Base Elev (ft):

Code: ANSI/TIA-222-G

Exposure :Struct Class :

Topo :IIB1

Sections PropertiesSection (ft)LengthShaft Diameter (in)Accross Flats (in)Top Thick Length(in)

Overlap SteelGrade(ksi)Bottom JointType Shape1 52.500 26.25 42.00 0.313 0.000 6518 Sides2 33.667 17.83 27.93 0.219 50.000 65Slip Joint 18 Sides3 17.000 12.73 17.83 0.188 0.000 65Butt Joint 18 Sides4 20.000 12.56 12.56 0.250 0.000 65Butt Joint 18 Sides

Discrete AppurtenanceAttach(ft) DescriptionQtyElev ForceElev (ft)117.000 Generic Round T-Arm3117.000117.000 Kathrein Scala 800109653117.000117.000 CCI OPA-65R-LCUU-H63118.000117.000 Amphenol Antel BXA-171063-3117.000117.000 Ericsson RRUS-32 B30 (77 lbs)3117.000117.000 Ericsson RRUS 32 B23118.000117.000 Ericsson RRUS 4449 B5, B123117.000117.000 Raycap DC6-48-60-18-8F(32.8 lb2118.000117.000 CCI TPX-0708216117.000109.000 CCI OPA-65R-LCUU-H63109.000109.000 Amphenol Antel BXA-171063-3109.00098.000 Ericsson RRUS 01 B2 w/ Solar S398.00098.000 Ericsson RRUS 11 B12398.00098.000 RFS ATMAA1412D-1A20398.00097.000 RFS APXVAARR24_43-U-NA20397.00097.000 Ericsson Radio 4449 B12,B71397.00097.000 Ericsson KRY 112 144/2397.00097.000 Generic Flat Side Arm397.00087.000 Generic Flat Side Arm387.00087.000 Ericsson AIR32 B66Aa/B2a387.00077.000 Amphenol Antel BXA-70063-678.00077.000 Amphenol Antel BXA-171063-678.00077.000 Alcatel-Lucent 9442 RRH 2x40 7377.00077.000 Alcatel-Lucent 9442 RRH2x40-377.00077.000 Generic Flat T-Arm377.000

Linear AppurtenanceElev (ft)From DescriptionTo ExposedTo Wind

42.000 92.000 Flat Bar Yes0.000 97.000 1 1/4" (1.25"- No0.000 97.000 1 5/8" Hybriflex No0.000 98.000 1 1/4" Hybriflex No0.000 98.000 7/8" Coax No0.000 117.0 0.39" (10mm) No0.000 117.0 1 5/8" Coax No0.000 117.0 3/8" (0.38"- No0.000 117.0 7/8" (0.88"- No0.000 77.000 1 5/8" Coax No0.000 87.000 1 5/8" Coax No

Load Cases1.2D + 1.6W 97 mph with No Ice0.9D + 1.6W 97 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 50 mph with 0.75 in Radial Ice(1.2 + 0.2Sds) * DL + E Seismic Equivalent Lateral Forces Method(1.2 + 0.2Sds) * DL + E Seismic Equivalent Modal Analysis Method(0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Lateral (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Modal 1.0D + 1.0W Serviceability 60 mph

Moment Shear AxialLoad CaseReactions

(kip)(kip)(kip-ft)1.2D + 1.6W 1312.92 15.17 26.680.9D + 1.6W 1296.02 15.14 20.011.2D + 1.0Di + 1.0Wi 359.35 4.08 49.06(1.2 + 0.2Sds) * DL + E ELFM 69.06 0.74 26.55(1.2 + 0.2Sds) * DL + E EMAM 89.78 0.93 26.55(0.9 - 0.2Sds) * DL + E ELFM 68.08 0.74 18.30(0.9 - 0.2Sds) * DL + E EMAM 88.33 0.93 18.301.0D + 1.0W 311.37 3.62 22.26

Dish DeflectionsAttachElev (ft)Load Case RotationDeflection (deg)(in)

0.00 0.000 0.000

Load Case : 1.2D + 1.6W

Max Ratio 68.39% at 90.1 ft

Interaction

1.020.920.820.720.620.520.420.320.220.120.02

Ele

vatio

n (

ft)

0.000

5.000

10.000

15.000

20.000

25.000

30.000

35.000

40.000

43.875

48.333

52.500

60.000

65.000

70.000

75.000

80.000

85.000

90.000

95.000

98.000

105.000

109.000

115.000

119.000

1.00

1.00

0.55

0.55

0.55

0.55

0.56

0.56

0.56

0.55

0.56

0.33

0.32

0.25

0.24

0.20

0.20

0.68

0.62

0.43

0.27

0.17

0.05

Site Number:3/15/2019 4:09:50 PM

Code:283420Site Name: STONEYBROOK RD CT, CT

© 2007 - 2019 by ATC IP LLC. All rights reserved.ANSI/TIA-222-GEngineering Number:OAA746858_C3_01

Customer: AT&T MOBILITY

Analysis ParametersLocation : Height (ft) :

Base Diameter (in) :Top Diameter (in) :Shape :

Code :119

18 Sides42.0012.56

ANSI/TIA-222-G

Taper (in/ft) : 0.300

FAIRFIELD County, CT

Pole Manfacturer : ValmontPole Type : Custom

0.00Rotation (deg) :

Ice & Wind ParametersStructure Class: IIExposure Category: BTopographic Category: 1Crest Height:

Design Wind Speed Without Ice:Design Wind Speed With Ice:Operational Wind Speed:Design Ice Thickness:

97 mph50 mph60 mph

0.75 in0 ft

Seismic ParametersAnalysis Method: Equivalent Modal Analysis & Equivalent Lateral Force MethodsSite Class: D - Stiff Soil

(sec):Period Based on Rayleigh Method (sec): 2.05

6 p: 1S SF FS S

Max:C

Min:1.6000.203 0.064

0.0330.0330.0302.400

0.1020.217

TLLs:a:ds:

1:v :d1 :

Css:

C s

Load Cases1.2D + 1.6W 97 mph with No Ice0.9D + 1.6W 97 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 50 mph with 0.75 in Radial Ice(1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method(1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method(0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method(0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method1.0D + 1.0W Serviceability 60 mph

Page: 1

Site Number:3/15/2019 4:09:50 PM




Bottom Slip TaperD/tW/tIxAreaElevDiaD/tW/tIxAreaElevDiaWeightJointJointFyThickLengthSect RatioRatio(in(in(ft)(in)(lb)Len (in)Type(ksi)(in)(ft)Info (in/ft)RatioRatio(in(in(ft)(in) Top Shaft Section Properties

2 ) 4 ) 2) 4)52.500 650.3125 42.001-18 0.00 26.255,991 52.500.00 41.35 9078.5 25.73 2186.621.94 134.40 84.0013.05 0.30000033.667 Slip650.2188 27.932-18 50.00 17.831,803 82.0048.33 19.24 1868.2 12.23 479.820.76 127.71 81.5412.61 0.30000017.000 Butt650.1875 17.833-18 0.00 12.73520 99.0082.00 10.50 413.4 7.47 148.615.01 95.13 67.9310.22 0.30000020.000 Butt650.2500 12.564-18 0.00 12.56665 119.0099.00 9.77 187.1 9.77 187.17.10 50.25 50.257.10 0.000000Shaft Weight 8,979

(ft) OrientationEPAaWeight No Ice Ice (lb) (sf) Factor

Discrete Appurtenance PropertiesElev(ft) Description Weight(lb) (sf)EPAa OrientationFactorKa

VertEccQtyAttach

CCI TPX-070821117.00 7.50 0.470 0.500.0000.806 19.34 0.939 0.50Raycap DC6-48-60-18-8F(32.8 117.00 32.80 1.470 1.001.0000.802 93.05 2.152 1.00Ericsson RRUS 4449 B5, B12117.00 71.00 1.970 0.500.0000.803 133.94 2.881 0.50Ericsson RRUS 32 B2117.00 53.00 2.740 0.671.0000.803 124.83 3.881 0.67Ericsson RRUS-32 B30 (77 lbs)117.00 77.00 3.310 0.710.0000.803 171.98 4.562 0.71Amphenol Antel BXA-171063-117.00 12.80 4.790 0.720.0000.803 106.31 7.094 0.72CCI OPA-65R-LCUU-H6117.00 73.00 9.660 0.661.0000.803 271.77 12.368 0.66Generic Round T-Arm117.00 312.50 9.700 0.670.0000.753 567.64 17.752 0.67Kathrein Scala 80010965117.00 97.60 13.810 0.620.0000.803 357.97 16.789 0.62Amphenol Antel BXA-171063-109.00 12.80 4.790 0.720.0000.803 105.56 7.076 0.72CCI OPA-65R-LCUU-H6109.00 73.00 9.660 0.660.0000.803 270.17 12.346 0.66RFS ATMAA1412D-1A2098.00 13.00 1.000 0.500.0000.903 38.46 1.641 0.50Ericsson RRUS 11 B1298.00 50.70 2.790 0.670.0000.903 120.20 3.842 0.67Ericsson RRUS 01 B2 w/ Solar 98.00 44.00 3.150 0.630.0000.903 119.02 4.296 0.63Ericsson KRY 112 144/297.00 9.70 0.480 0.500.0000.903 23.31 0.934 0.50Ericsson Radio 4449 B12,B7197.00 74.00 1.640 0.500.0000.903 127.65 2.449 0.50Generic Flat Side Arm97.00 187.50 6.300 0.670.0001.003 315.18 9.286 0.67RFS APXVAARR24_43-U-NA2097.00 127.90 20.240 0.630.0000.903 504.12 23.794 0.63Generic Flat Side Arm87.00 187.50 6.300 0.670.0001.003 313.78 9.254 0.67Ericsson AIR32 B66Aa/B2a87.00 132.20 6.510 0.710.0000.903 283.48 8.586 0.71Alcatel-Lucent 9442 RRH2x40-77.00 49.00 2.500 0.670.0000.803 120.87 3.532 0.67Alcatel-Lucent 9442 RRH 2x40 77.00 50.70 2.740 0.670.0000.803 129.37 3.755 0.67Amphenol Antel BXA-171063-77.00 12.80 4.790 0.721.0000.806 102.44 6.999 0.72Amphenol Antel BXA-70063-6CF-77.00 17.00 7.570 0.661.0000.806 177.45 8.741 0.66Generic Flat T-Arm77.00 312.50 12.900 0.670.0000.753 557.08 20.556 0.6725Num Loadings:Totals 83 16,269.626,353.60Linear Appurtenance Properties

Description To WindExposedProjectedWidth (in)(lb/ft)WeightQtyCoaxCoaxDiameter(in) CarrierFlat

ElevFrom(ft) (ft)ToElev

0.00 N0.06 N0.39 AT&T MOBILITY0.00 117.00 0.39" (10mm) Fiber 1 0.00 N0.82 N1.98 AT&T MOBILITY0.00 117.00 1 5/8" Coax12 0.00 N0.23 N0.38 AT&T MOBILITY0.00 117.00 3/8" (0.38"- 9.5mm) 3 0.00 N0.70 N0.88 AT&T MOBILITY0.00 117.00 7/8" (0.88"- 22.2mm) 4 0.00 N1.00 N1.54 T-MOBILE0.00 98.00 1 1/4" Hybriflex Cable2 0.00 N0.33 N1.09 T-MOBILE0.00 98.00 7/8" Coax12 0.00 N1.05 N1.25 T-MOBILE0.00 97.00 1 1/4" (1.25"- 31.8mm) 2 0.00 N1.30 N1.98 T-MOBILE0.00 97.00 1 5/8" Hybriflex1 2.00 Y0.00 Y1.00 --42.00 92.00 Flat Bar3 0.00 N0.82 N1.98 T-MOBILE0.00 87.00 1 5/8" Coax12Page: 2

Site Number:3/15/2019 4:09:50 PM



Customer: AT&T MOBILITY0.00 N0.82 N1.98 VERIZON WIRELESS0.00 77.00 1 5/8" Coax12

Additional SteelElevFrom(ft) (ft)ToElev

DescriptionQty Fy(ksi) Offset(in)Intermediate Connections

Connectors Continuation?Spacing(in) Len(in)Description43.88 62.00 3 PL PL 6" x 1" 65 0.00 5/8" Hollo Bolt 5/8" Hollo Bolt Yes24.0 3.0062.00 82.00 3 PL PL 6" x 1" 65 0.00 5/8" Hollo Bolt 5/8" Hollo Bolt Yes24.0 3.0082.00 90.13 3 PL PL 6" x 1" 65 0.00 5/8" Hollo Bolt 5/8" Hollo Bolt Yes24.0 3.00

Page: 3

Site Number:3/15/2019 4:09:50 PM




Additional ReinforcingWeight(lb)(inArea(lb)WeightDescription (in)Thick Dia(in) Area(in Ix(in W/tRatio Ratio

Segment Properties (Max Len : 5. ft)Seg TopElev(ft) (ksi)D/t F'y S Z Ix(in

Flat2) 4) (in3) (in3) 2) 4)

0.00 0.3125 42.000 134.4021.949,078.541.347 0.075.6 425.7 0.05.00 0.3125 40.500 129.6021.098,133.339.860 690.876.6 395.5 0.010.00 0.3125 39.000 124.8020.247,256.238.372 665.577.6 366.5 0.015.00 0.3125 37.500 120.0019.406,444.436.884 640.278.6 338.5 0.020.00 0.3125 36.000 115.2018.555,695.635.396 614.979.6 311.6 0.025.00 0.3125 34.500 110.4017.705,007.233.909 589.680.6 285.9 0.030.00 0.3125 33.000 105.6016.864,376.632.421 564.381.6 261.2 0.035.00 0.3125 31.500 100.8016.013,801.330.933 538.982.6 237.7 0.040.00 0.3125 30.000 96.0015.163,278.829.445 513.682.6 215.3 0.0Reinf Bottom43.88 0.3125 28.838 92.2814.512,908.528.292 380.782.6 198.7 0.045.00 0.3125 28.500 91.2014.322,806.527.957 18.00 1,985107.7 68.982.6 194.0 0.0Bot - Section 248.33 0.3125 27.500 88.0013.752,518.326.966 18.00 1,855311.5 204.282.6 180.4 0.050.00 0.3125 27.000 86.4013.472,381.926.470 18.00 1,847259.7 102.182.6 173.8 0.0Top - Section 152.50 0.2188 26.688 122.0019.751,626.618.377 18.00 1,752380.6 153.178.2 120.1 0.055.00 0.2188 25.938 118.5719.141,492.317.856 18.00 1,660154.1 153.178.9 113.3 0.060.00 0.2188 24.438 111.7117.931,246.116.815 18.00 1,483294.9 306.380.3 100.4 0.0Reinf. Top Reinf 62.00 0.2188 23.837 108.9717.451,155.716.398 18.00 1,415113.0 122.580.9 95.5 0.065.00 0.2188 22.938 104.8616.731,028.615.773 18.00 1,317164.2 183.881.7 88.3 0.070.00 0.2188 21.438 98.0015.52838.014.732 18.00 1,160259.5 306.382.6 77.0 0.075.00 0.2188 19.938 91.1414.31672.613.690 18.00 1,014241.8 306.382.6 66.4 0.077.00 0.2188 19.337 88.4013.82613.013.274 18.00 958.491.8 122.582.6 62.4 0.080.00 0.2188 18.438 84.2913.10530.512.649 18.00 877.9132.3 183.882.6 56.7 0.0Top - Section 2 82.00 0.2188 17.837 81.5412.61479.812.232 18.00 826.284.7 122.582.6 53.0 0.0Bot - Section 382.00 0.1875 17.837 95.1315.01413.410.504 18.00 826.282.6 45.6 0.085.00 0.1875 16.938 90.3314.16353.39.968 18.00 751.7104.5 183.882.6 41.1 0.087.00 0.1875 16.337 87.1313.60316.79.611 18.00 704.166.6 122.582.6 38.2 0.090.00 0.1875 15.438 82.3312.75266.79.075 18.00 635.795.4 183.882.6 34.0 0.0Reinf. Top90.13 0.1875 15.400 82.1312.72264.79.053 18.00 633.03.9 7.782.6 33.9 0.095.00 0.1875 13.938 74.3311.34195.58.183 143.082.6 27.6 0.097.00 0.1875 13.337 71.1310.78171.07.826 54.582.6 25.2 0.098.00 0.1875 13.038 69.5310.50159.57.647 26.382.6 24.1 0.0Top - Section 399.00 0.1875 12.738 67.9310.22148.67.469 25.782.6 23.0 0.0Bot - Section 499.00 0.2500 12.563 50.257.10187.19.770 82.6 29.3 0.0100.0 0.2500 12.563 50.257.10187.19.770 33.282.6 29.3 0.0105.0 0.2500 12.563 50.257.10187.19.770 166.282.6 29.3 0.0109.0 0.2500 12.563 50.257.10187.19.770 133.082.6 29.3 0.0110.0 0.2500 12.563 50.257.10187.19.770 33.282.6 29.3 0.0115.0 0.2500 12.563 50.257.10187.19.770 166.282.6 29.3 0.0117.0 0.2500 12.563 50.257.10187.19.770 66.582.6 29.3 0.0119.0 0.2500 12.563 50.257.10187.19.770 66.582.6 29.3 0.0 8,978.9 2,832.9

Page: 4

Site Number:3/15/2019 4:09:50 PM




Load Case: 1.2D + 1.6WGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.60

26 IterationsWind Importance Factor :1.00

97 mph with No Ice

SegElev(ft)

MY(lb-ft) (lb-ft)

MZ

Applied Segment Forces SummaryMomentTorsion

Description

Shaft Forces Wind FX

(lb) (lb)Wind FX

(lb)

Discrete Forces DeadLoad(lb)

Linear Forces Wind FX

(lb)LoadDead(lb)

Sum of Forces Wind FX

(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 159.9 0.0 0.0 0.0 159.9 0.0 0.0 0.05.00 314.0 829.0 0.0 254.6 314.0 1,083.6 0.0 0.010.00 302.4 798.6 0.0 254.6 302.4 1,053.2 0.0 0.015.00 290.7 768.2 0.0 254.6 290.7 1,022.8 0.0 0.020.00 279.1 737.9 0.0 254.6 279.1 992.4 0.0 0.025.00 267.5 707.5 0.0 254.6 267.5 962.1 0.0 0.030.00 258.8 677.1 0.0 254.6 258.8 931.7 0.0 0.035.00 255.2 646.7 0.0 254.6 255.2 901.3 0.0 0.040.00 224.5 616.4 0.0 254.6 224.5 870.9 0.0 0.043.88 125.3Reinf Bottom 456.8 0.0 197.3 125.3 654.1 0.0 0.045.00 110.2 129.2 0.0 140.0 110.2 269.2 0.0 0.048.33 123.4Bot - Section 2 373.8 0.0 414.7 123.4 788.5 0.0 0.050.00 102.4 311.6 0.0 207.4 102.4 519.0 0.0 0.052.50 121.5Top - Section 1 456.7 0.0 311.0 121.5 767.7 0.0 0.055.00 178.0 184.9 0.0 311.0 178.0 496.0 0.0 0.060.00 163.6 353.9 0.0 622.1 163.6 976.0 0.0 0.062.00 113.3Reinf. Top Reinf 135.6 0.0 248.8 113.3 384.5 0.0 0.065.00 176.0 197.1 0.0 373.3 176.0 570.3 0.0 0.070.00 211.8 311.4 0.0 622.1 211.8 933.5 0.0 0.075.00 143.1 290.1 0.0 622.1 143.1 912.2 0.0 0.077.00 98.4Appurtenance(s) 110.1 2,532.3 0.0 1,502.8 1,698.5 0.0 248.8 2,630.7 2,057.4 0.0 0.080.00 97.0 158.8 0.0 337.8 97.0 496.6 0.0 0.082.00 94.7Top - Section 2 101.6 0.0 225.2 94.7 326.8 0.0 0.085.00 93.2 125.4 0.0 337.8 93.2 463.2 0.0 0.087.00 90.8Appurtenance(s) 79.9 961.6 0.0 0.0 1,150.9 0.0 225.2 1,052.4 1,456.1 0.0 0.090.00 56.2 114.5 0.0 302.4 56.2 416.9 0.0 0.090.13 78.8Reinf. Top 4.6 0.0 12.6 78.8 17.2 0.0 0.095.00 106.1 171.5 0.0 133.1 106.1 304.6 0.0 0.097.00 43.8Appurtenance(s) 65.4 1,970.9 0.0 0.0 1,436.8 0.0 54.6 2,014.7 1,556.7 0.0 0.098.00 28.4Appurtenance(s) 31.6 465.2 0.0 0.0 387.7 0.0 23.2 493.5 442.5 0.0 0.099.00 27.8Top - Section 3 30.9 0.0 16.1 27.8 46.9 0.0 0.0100.00 83.0 39.9 0.0 16.1 83.0 56.0 0.0 0.0105.00 125.3 199.5 0.0 80.3 125.3 279.8 0.0 0.0109.00 70.2Appurtenance(s) 159.6 961.8 0.0 0.0 308.9 0.0 64.3 1,032.0 532.7 0.0 0.0110.00 85.2 39.9 0.0 16.1 85.2 56.0 0.0 0.0115.00 99.8 199.5 0.0 80.3 99.8 279.8 0.0 0.0117.00 57.5Appurtenance(s) 79.8 3,109.2 0.0 920.5 2,641.6 0.0 32.1 3,166.7 2,753.5 0.0 0.0119.00 28.8 79.8 0.0 0.0 28.8 79.8 0.0 0.0Totals: 15,286.5 26,711.5 0.00 0.00

Page: 5

Site Number:3/15/2019 4:09:54 PM






97 mph with No Ice

Calculated ForcesSegElev(ft) Pn(kips) Vn(kips) Tn(ft-kips) Mn(ft-kips)

PuFY (-)(kips)VuFX (-)(kips)

MuMX(ft-kips)MY(ft-kips) (ft-kips)MZTu MuRatioDeflect(in)

Total Rotation(deg)(ft-kips)MomentResultant phi phi phi phi

0.00 -26.68 -15.17 -1,312.920.00 0.00 1,312.92 2,813.31 1,406.66 2,413.984,820.79 0.00 0.00 0.5535.00 -25.55 -14.95 -1,237.050.00 0.00 1,237.05 2,747.79 1,373.90 2,272.294,537.84 0.11 -0.20 0.55410.00 -24.44 -14.73 -1,162.310.00 0.00 1,162.31 2,679.61 1,339.80 2,132.564,258.79 0.43 -0.41 0.55415.00 -23.36 -14.53 -1,088.640.00 0.00 1,088.64 2,608.76 1,304.38 1,995.033,984.14 0.98 -0.63 0.55520.00 -22.32 -14.33 -1,016.010.00 0.00 1,016.01 2,535.24 1,267.62 1,859.963,714.39 1.76 -0.86 0.55525.00 -21.30 -14.14 -944.380.00 0.00 944.38 2,459.06 1,229.53 1,727.583,450.04 2.80 -1.11 0.55530.00 -20.31 -13.95 -873.700.00 0.00 873.70 2,380.22 1,190.11 1,598.163,191.57 4.09 -1.37 0.55535.00 -19.34 -13.77 -803.940.00 0.00 803.94 2,298.17 1,149.08 1,471.582,938.80 5.67 -1.64 0.55540.00 -18.42 -13.60 -735.110.00 0.00 735.11 2,187.63 1,093.82 1,332.772,661.58 7.54 -1.93 0.56043.88 -17.73 -13.50 -682.400.00 0.00 682.40 2,101.97 1,050.99 1,229.912,456.17 9.20 -2.16 0.56345.00 -17.44 -13.41 -667.220.00 0.00 667.22 2,077.10 1,038.55 1,200.822,398.08 9.72 -2.24 0.33148.33 -16.64 -13.28 -622.510.00 0.00 622.51 2,003.41 1,001.71 1,116.682,230.05 11.33 -2.37 0.32650.00 -16.11 -13.18 -600.370.00 0.00 600.37 1,966.57 983.28 1,075.762,148.32 12.17 -2.43 0.31952.50 -15.32 -13.05 -567.420.00 0.00 567.42 1,292.92 646.46 703.851,405.62 13.47 -2.53 0.39455.00 -14.80 -12.90 -534.780.00 0.00 534.78 1,267.71 633.85 670.421,338.84 14.82 -2.63 0.38460.00 -13.80 -12.73 -470.290.00 0.00 470.29 1,215.29 607.65 604.901,208.00 17.70 -2.86 0.36162.00 -13.39 -12.62 -444.840.00 0.00 444.84 1,193.58 596.79 579.241,156.76 18.92 -2.95 0.35162.00 -13.39 -12.62 -444.840.00 0.00 444.84 1,193.58 596.79 579.241,156.76 18.92 -2.95 0.35165.00 -12.79 -12.46 -406.980.00 0.00 406.98 1,160.21 580.11 541.391,081.18 20.82 -3.09 0.33570.00 -11.82 -12.24 -344.700.00 0.00 344.70 1,094.51 547.25 476.69951.97 24.18 -3.32 0.30975.00 -10.89 -12.07 -283.500.00 0.00 283.50 1,017.13 508.57 411.36821.49 27.78 -3.55 0.28077.00 -8.98 -9.33 -257.850.00 0.00 257.85 986.19 493.09 386.57772.00 29.29 -3.64 0.26480.00 -8.47 -9.22 -229.850.00 0.00 229.85 939.76 469.88 350.84700.63 31.61 -3.77 0.25182.00 -8.14 -9.12 -211.400.00 0.00 211.40 908.81 454.41 327.98654.98 33.21 -3.86 0.24182.00 -8.14 -9.12 -211.400.00 0.00 211.40 780.36 390.18 282.62564.40 33.21 -3.86 0.00085.00 -7.66 -9.01 -184.040.00 0.00 184.04 740.57 370.29 254.39508.03 35.68 -3.99 0.23687.00 -6.27 -7.87 -166.010.00 0.00 166.01 714.04 357.02 236.39472.09 37.37 -4.08 0.22190.00 -5.85 -7.79 -142.400.00 0.00 142.40 674.25 337.13 210.64420.65 39.97 -4.21 0.20390.13 -5.82 -7.72 -141.420.00 0.00 141.42 672.59 336.30 209.60418.57 40.08 -4.21 0.20290.13 -5.82 -7.72 -141.420.00 0.00 141.42 672.59 336.30 209.60418.57 40.08 -4.21 0.68495.00 -5.50 -7.62 -103.780.00 0.00 103.78 607.93 303.97 171.01341.52 44.48 -4.40 0.61797.00 -4.09 -5.50 -88.540.00 0.00 88.54 581.40 290.70 156.32312.17 46.39 -4.68 0.57498.00 -3.67 -4.98 -83.040.00 0.00 83.04 568.14 284.07 149.22297.99 47.38 -4.82 0.56399.00 -3.62 -4.96 -78.060.00 0.00 78.06 554.88 277.44 142.28284.14 48.41 -4.97 0.55599.00 -3.62 -4.96 -78.060.00 0.00 78.06 725.83 362.92 181.64362.74 48.41 -4.97 0.435100.00 -3.54 -4.89 -73.110.00 0.00 73.11 725.83 362.92 181.64362.74 49.46 -5.11 0.408105.00 -3.24 -4.76 -48.660.00 0.00 48.66 725.83 362.92 181.64362.74 55.07 -5.58 0.273109.00 -2.81 -3.69 -29.620.00 0.00 29.62 725.83 362.92 181.64362.74 59.84 -5.81 0.167110.00 -2.76 -3.60 -25.940.00 0.00 25.94 725.83 362.92 181.64362.74 61.06 -5.86 0.147115.00 -2.48 -3.47 -7.940.00 0.00 7.94 725.83 362.92 181.64362.74 67.26 -5.98 0.047117.00 -0.08 -0.04 -0.070.00 0.00 0.07 725.83 362.92 181.64362.74 69.77 -6.00 0.001119.00 0.00 -0.03 0.000.00 0.00 0.00 725.83 362.92 181.64362.74 72.28 -6.00 0.000

Page: 6

Site Number:3/15/2019 4:09:54 PM






97 mph with No Ice (Reduced DL)

SegElev(ft)

MY(lb-ft) (lb-ft)

MZ


Description


(lb) (lb)Wind FX

(lb)



(lb)LoadDead(lb)


(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 159.9 0.0 0.0 0.0 159.9 0.0 0.0 0.05.00 314.0 621.7 0.0 190.9 314.0 812.7 0.0 0.010.00 302.4 599.0 0.0 190.9 302.4 789.9 0.0 0.015.00 290.7 576.2 0.0 190.9 290.7 767.1 0.0 0.020.00 279.1 553.4 0.0 190.9 279.1 744.3 0.0 0.025.00 267.5 530.6 0.0 190.9 267.5 721.5 0.0 0.030.00 258.8 507.8 0.0 190.9 258.8 698.8 0.0 0.035.00 255.2 485.1 0.0 190.9 255.2 676.0 0.0 0.040.00 224.5 462.3 0.0 190.9 224.5 653.2 0.0 0.043.88 125.3Reinf Bottom 342.6 0.0 148.0 125.3 490.6 0.0 0.045.00 110.2 96.9 0.0 105.0 110.2 201.9 0.0 0.048.33 123.4Bot - Section 2 280.3 0.0 311.0 123.4 591.4 0.0 0.050.00 102.4 233.7 0.0 155.5 102.4 389.2 0.0 0.052.50 121.5Top - Section 1 342.5 0.0 233.3 121.5 575.8 0.0 0.055.00 178.0 138.7 0.0 233.3 178.0 372.0 0.0 0.060.00 163.6 265.4 0.0 466.6 163.6 732.0 0.0 0.062.00 113.3Reinf. Top Reinf 101.7 0.0 186.6 113.3 288.3 0.0 0.065.00 176.0 147.8 0.0 279.9 176.0 427.7 0.0 0.070.00 211.8 233.6 0.0 466.6 211.8 700.1 0.0 0.075.00 143.0 217.6 0.0 466.6 143.0 684.2 0.0 0.077.00 97.6Appurtenance(s) 82.6 2,532.3 0.0 1,502.8 1,273.9 0.0 186.6 2,629.9 1,543.1 0.0 0.080.00 95.3 119.1 0.0 253.4 95.3 372.5 0.0 0.082.00 91.6Top - Section 2 76.2 0.0 168.9 91.6 245.1 0.0 0.085.00 89.1 94.0 0.0 253.4 89.1 347.4 0.0 0.087.00 85.3Appurtenance(s) 60.0 961.6 0.0 0.0 863.2 0.0 168.9 1,046.9 1,092.1 0.0 0.090.00 52.4 85.8 0.0 226.8 52.4 312.6 0.0 0.090.13 78.6Reinf. Top 3.5 0.0 9.5 78.6 12.9 0.0 0.095.00 106.1 128.7 0.0 99.8 106.1 228.5 0.0 0.097.00 43.8Appurtenance(s) 49.0 1,970.9 0.0 0.0 1,077.6 0.0 40.9 2,014.7 1,167.5 0.0 0.098.00 28.4Appurtenance(s) 23.7 465.2 0.0 0.0 290.8 0.0 17.4 493.5 331.9 0.0 0.099.00 27.8Top - Section 3 23.1 0.0 12.1 27.8 35.2 0.0 0.0100.00 83.0 29.9 0.0 12.1 83.0 42.0 0.0 0.0105.00 125.3 149.6 0.0 60.3 125.3 209.9 0.0 0.0109.00 70.2Appurtenance(s) 119.7 961.8 0.0 0.0 231.7 0.0 48.2 1,032.0 399.5 0.0 0.0110.00 85.2 29.9 0.0 12.1 85.2 42.0 0.0 0.0115.00 99.8 149.6 0.0 60.3 99.8 209.9 0.0 0.0117.00 57.5Appurtenance(s) 59.8 3,109.2 0.0 920.5 1,981.2 0.0 24.1 3,166.7 2,065.1 0.0 0.0119.00 28.8 59.8 0.0 0.0 28.8 59.8 0.0 0.0Totals: 15,267.3 20,033.6 0.00 0.00

Page: 7

Site Number:3/15/2019 4:09:57 PM






97 mph with No Ice (Reduced DL)





0.00 -20.01 -15.14 -1,296.020.00 0.00 1,296.02 2,813.31 1,406.66 2,413.984,820.79 0.00 0.00 0.5445.00 -19.14 -14.89 -1,220.310.00 0.00 1,220.31 2,747.79 1,373.90 2,272.294,537.84 0.11 -0.20 0.54410.00 -18.30 -14.66 -1,145.840.00 0.00 1,145.84 2,679.61 1,339.80 2,132.564,258.79 0.42 -0.40 0.54415.00 -17.48 -14.43 -1,072.560.00 0.00 1,072.56 2,608.76 1,304.38 1,995.033,984.14 0.96 -0.62 0.54420.00 -16.68 -14.21 -1,000.430.00 0.00 1,000.43 2,535.24 1,267.62 1,859.963,714.39 1.74 -0.85 0.54525.00 -15.90 -14.00 -929.400.00 0.00 929.40 2,459.06 1,229.53 1,727.583,450.04 2.76 -1.09 0.54530.00 -15.15 -13.79 -859.420.00 0.00 859.42 2,380.22 1,190.11 1,598.163,191.57 4.04 -1.35 0.54435.00 -14.41 -13.59 -790.470.00 0.00 790.47 2,298.17 1,149.08 1,471.582,938.80 5.59 -1.61 0.54440.00 -13.71 -13.41 -722.530.00 0.00 722.53 2,187.63 1,093.82 1,332.772,661.58 7.43 -1.90 0.54943.88 -13.19 -13.30 -670.590.00 0.00 670.59 2,101.97 1,050.99 1,229.912,456.17 9.07 -2.13 0.55245.00 -12.97 -13.20 -655.630.00 0.00 655.63 2,077.10 1,038.55 1,200.822,398.08 9.58 -2.20 0.32448.33 -12.36 -13.08 -611.620.00 0.00 611.62 2,003.41 1,001.71 1,116.682,230.05 11.16 -2.33 0.31950.00 -11.95 -12.98 -589.820.00 0.00 589.82 1,966.57 983.28 1,075.762,148.32 11.99 -2.39 0.31352.50 -11.36 -12.85 -557.390.00 0.00 557.39 1,292.92 646.46 703.851,405.62 13.27 -2.49 0.38655.00 -10.96 -12.69 -525.260.00 0.00 525.26 1,267.71 633.85 670.421,338.84 14.60 -2.59 0.37660.00 -10.21 -12.52 -461.840.00 0.00 461.84 1,215.29 607.65 604.901,208.00 17.43 -2.81 0.35362.00 -9.90 -12.41 -436.810.00 0.00 436.81 1,193.58 596.79 579.241,156.76 18.63 -2.90 0.34362.00 -9.90 -12.41 -436.810.00 0.00 436.81 1,193.58 596.79 579.241,156.76 18.63 -2.90 0.34365.00 -9.44 -12.24 -399.580.00 0.00 399.58 1,160.21 580.11 541.391,081.18 20.50 -3.04 0.32870.00 -8.71 -12.02 -338.380.00 0.00 338.38 1,094.51 547.25 476.69951.97 23.81 -3.27 0.30275.00 -8.00 -11.86 -278.260.00 0.00 278.26 1,017.13 508.57 411.36821.49 27.35 -3.49 0.27477.00 -6.61 -9.15 -253.030.00 0.00 253.03 986.19 493.09 386.57772.00 28.83 -3.58 0.25980.00 -6.22 -9.05 -225.570.00 0.00 225.57 939.76 469.88 350.84700.63 31.12 -3.71 0.24582.00 -5.97 -8.95 -207.470.00 0.00 207.47 908.81 454.41 327.98654.98 32.69 -3.79 0.23582.00 -5.97 -8.95 -207.470.00 0.00 207.47 780.36 390.18 282.62564.40 32.69 -3.79 0.00085.00 -5.61 -8.85 -180.620.00 0.00 180.62 740.57 370.29 254.39508.03 35.11 -3.92 0.23087.00 -4.58 -7.74 -162.920.00 0.00 162.92 714.04 357.02 236.39472.09 36.77 -4.01 0.21790.00 -4.26 -7.67 -139.700.00 0.00 139.70 674.25 337.13 210.64420.65 39.33 -4.14 0.19990.13 -4.24 -7.60 -138.740.00 0.00 138.74 672.59 336.30 209.60418.57 39.44 -4.14 0.19890.13 -4.24 -7.60 -138.740.00 0.00 138.74 672.59 336.30 209.60418.57 39.44 -4.14 0.66995.00 -3.99 -7.49 -101.710.00 0.00 101.71 607.93 303.97 171.01341.52 43.77 -4.33 0.60297.00 -2.96 -5.40 -86.730.00 0.00 86.73 581.40 290.70 156.32312.17 45.64 -4.60 0.56098.00 -2.66 -4.89 -81.330.00 0.00 81.33 568.14 284.07 149.22297.99 46.62 -4.74 0.55099.00 -2.62 -4.86 -76.440.00 0.00 76.44 554.88 277.44 142.28284.14 47.63 -4.88 0.54299.00 -2.62 -4.86 -76.440.00 0.00 76.44 725.83 362.92 181.64362.74 47.63 -4.88 0.425100.00 -2.56 -4.79 -71.570.00 0.00 71.57 725.83 362.92 181.64362.74 48.66 -5.02 0.398105.00 -2.33 -4.66 -47.610.00 0.00 47.61 725.83 362.92 181.64362.74 54.17 -5.48 0.265109.00 -2.03 -3.60 -28.960.00 0.00 28.96 725.83 362.92 181.64362.74 58.86 -5.71 0.162110.00 -1.99 -3.52 -25.360.00 0.00 25.36 725.83 362.92 181.64362.74 60.06 -5.75 0.142115.00 -1.79 -3.40 -7.780.00 0.00 7.78 725.83 362.92 181.64362.74 66.15 -5.88 0.045117.00 -0.06 -0.03 -0.070.00 0.00 0.07 725.83 362.92 181.64362.74 68.61 -5.89 0.000119.00 0.00 -0.03 0.000.00 0.00 0.00 725.83 362.92 181.64362.74 71.07 -5.89 0.000

Page: 8

Site Number:3/15/2019 4:09:58 PM




Load Case: 1.2D + 1.0Di + 1.0WiGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

25 IterationsWind Importance Factor :Ice Importance Factor :1.001.00Ice Dead Load Factor :1.00

50 mph with 0.75 in Radial Ice

SegElev(ft)

MY(lb-ft) (lb-ft)

MZ


Description


(lb) (lb)Wind FX

(lb)



(lb)LoadDead(lb)


(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 51.7 0.0 0.0 0.0 51.7 0.0 0.0 0.05.00 102.0 1,131.4 0.0 254.6 102.0 1,386.0 0.0 0.010.00 98.9 1,125.1 0.0 254.6 98.9 1,379.6 0.0 0.015.00 95.6 1,099.6 0.0 254.6 95.6 1,354.1 0.0 0.020.00 92.2 1,067.7 0.0 254.6 92.2 1,322.3 0.0 0.025.00 88.8 1,032.5 0.0 254.6 88.8 1,287.0 0.0 0.030.00 86.4 995.1 0.0 254.6 86.4 1,249.7 0.0 0.035.00 85.6 956.2 0.0 254.6 85.6 1,210.8 0.0 0.040.00 75.7 916.2 0.0 254.6 75.7 1,170.8 0.0 0.043.88 42.4Reinf Bottom 683.3 0.0 209.9 42.4 893.2 0.0 0.045.00 37.4 194.6 0.0 147.6 37.4 342.2 0.0 0.048.33 42.0Bot - Section 2 562.1 0.0 437.5 42.0 999.6 0.0 0.050.00 34.9 406.1 0.0 218.8 34.9 624.9 0.0 0.052.50 41.6Top - Section 1 595.3 0.0 328.3 41.6 923.6 0.0 0.055.00 61.2 320.6 0.0 328.4 61.2 649.0 0.0 0.060.00 56.4 612.3 0.0 657.2 56.4 1,269.5 0.0 0.062.00 39.4Reinf. Top Reinf 237.2 0.0 263.0 39.4 500.2 0.0 0.065.00 61.5 344.7 0.0 394.6 61.5 739.3 0.0 0.070.00 74.6 543.9 0.0 658.0 74.6 1,201.9 0.0 0.075.00 50.7 509.2 0.0 658.4 50.7 1,167.5 0.0 0.077.00 34.9Appurtenance(s) 195.7 581.3 0.0 319.4 5,697.8 0.0 263.4 616.3 6,156.9 0.0 0.080.00 34.3 282.1 0.0 359.8 34.3 641.9 0.0 0.082.00 33.2Top - Section 2 181.6 0.0 240.0 33.2 421.6 0.0 0.085.00 32.5 240.2 0.0 360.0 32.5 600.3 0.0 0.087.00 31.4Appurtenance(s) 154.3 222.7 0.0 0.0 2,942.7 0.0 240.1 254.1 3,337.1 0.0 0.090.00 19.4 220.7 0.0 324.8 19.4 545.5 0.0 0.090.13 29.5Reinf. Top 9.1 0.0 13.5 29.5 22.6 0.0 0.095.00 39.9 329.8 0.0 147.2 39.9 477.0 0.0 0.097.00 16.7Appurtenance(s) 128.0 417.4 0.0 0.0 4,347.5 0.0 54.6 434.1 4,530.2 0.0 0.098.00 10.9Appurtenance(s) 62.4 108.2 0.0 0.0 1,220.8 0.0 23.2 119.1 1,306.3 0.0 0.099.00 10.7Top - Section 3 61.0 0.0 16.1 10.7 77.1 0.0 0.0100.00 32.1 69.7 0.0 16.1 32.1 85.8 0.0 0.0105.00 48.6 349.1 0.0 80.3 48.6 429.5 0.0 0.0109.00 27.2Appurtenance(s) 279.9 215.3 0.0 0.0 1,436.1 0.0 64.3 242.5 1,780.2 0.0 0.0110.00 33.1 70.0 0.0 16.1 33.1 86.1 0.0 0.0115.00 38.7 350.7 0.0 80.3 38.7 431.0 0.0 0.0117.00 22.3Appurtenance(s) 140.5 738.5 0.0 202.9 8,147.1 0.0 32.1 760.8 8,319.7 0.0 0.0119.00 11.2 140.6 0.0 0.0 11.2 140.6 0.0 0.0Totals: 4,109.40 49,060.6 0.00 0.00

Page: 9

Site Number:3/15/2019 4:10:01 PM




Load Case: 1.2D + 1.0Di + 1.0WiGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

25 IterationsWind Importance Factor :Ice Importance Factor :1.001.00Ice Dead Load Factor :1.00

50 mph with 0.75 in Radial Ice





0.00 -49.06 -4.08 -359.350.00 0.00 359.35 2,813.31 1,406.66 2,413.984,820.79 0.00 0.00 0.1665.00 -47.67 -4.02 -338.950.00 0.00 338.95 2,747.79 1,373.90 2,272.294,537.84 0.03 -0.05 0.16710.00 -46.29 -3.97 -318.820.00 0.00 318.82 2,679.61 1,339.80 2,132.564,258.79 0.12 -0.11 0.16715.00 -44.93 -3.92 -298.970.00 0.00 298.97 2,608.76 1,304.38 1,995.033,984.14 0.27 -0.17 0.16720.00 -43.60 -3.87 -279.360.00 0.00 279.36 2,535.24 1,267.62 1,859.963,714.39 0.48 -0.24 0.16725.00 -42.31 -3.83 -259.990.00 0.00 259.99 2,459.06 1,229.53 1,727.583,450.04 0.77 -0.30 0.16830.00 -41.06 -3.79 -240.840.00 0.00 240.84 2,380.22 1,190.11 1,598.163,191.57 1.12 -0.38 0.16835.00 -39.84 -3.75 -221.890.00 0.00 221.89 2,298.17 1,149.08 1,471.582,938.80 1.56 -0.45 0.16840.00 -38.67 -3.71 -203.150.00 0.00 203.15 2,187.63 1,093.82 1,332.772,661.58 2.07 -0.53 0.17043.88 -37.77 -3.69 -188.760.00 0.00 188.76 2,101.97 1,050.99 1,229.912,456.17 2.53 -0.60 0.17145.00 -37.43 -3.67 -184.610.00 0.00 184.61 2,077.10 1,038.55 1,200.822,398.08 2.67 -0.62 0.10148.33 -36.43 -3.63 -172.390.00 0.00 172.39 2,003.41 1,001.71 1,116.682,230.05 3.11 -0.65 0.10050.00 -35.80 -3.60 -166.340.00 0.00 166.34 1,966.57 983.28 1,075.762,148.32 3.34 -0.67 0.09852.50 -34.88 -3.57 -157.330.00 0.00 157.33 1,292.92 646.46 703.851,405.62 3.70 -0.70 0.12155.00 -34.22 -3.52 -148.420.00 0.00 148.42 1,267.71 633.85 670.421,338.84 4.08 -0.72 0.11860.00 -32.95 -3.48 -130.790.00 0.00 130.79 1,215.29 607.65 604.901,208.00 4.87 -0.79 0.11262.00 -32.45 -3.45 -123.840.00 0.00 123.84 1,193.58 596.79 579.241,156.76 5.20 -0.81 0.10962.00 -32.45 -3.45 -123.840.00 0.00 123.84 1,193.58 596.79 579.241,156.76 5.20 -0.81 0.10965.00 -31.71 -3.41 -113.490.00 0.00 113.49 1,160.21 580.11 541.391,081.18 5.73 -0.85 0.10570.00 -30.51 -3.35 -96.460.00 0.00 96.46 1,094.51 547.25 476.69951.97 6.66 -0.92 0.09775.00 -29.34 -3.30 -79.730.00 0.00 79.73 1,017.13 508.57 411.36821.49 7.65 -0.98 0.09077.00 -23.19 -2.59 -72.810.00 0.00 72.81 986.19 493.09 386.57772.00 8.07 -1.01 0.08380.00 -22.55 -2.56 -65.050.00 0.00 65.05 939.76 469.88 350.84700.63 8.71 -1.04 0.08082.00 -22.12 -2.53 -59.940.00 0.00 59.94 908.81 454.41 327.98654.98 9.16 -1.07 0.07782.00 -22.12 -2.53 -59.940.00 0.00 59.94 780.36 390.18 282.62564.40 9.16 -1.07 0.00085.00 -21.52 -2.49 -52.360.00 0.00 52.36 740.57 370.29 254.39508.03 9.84 -1.11 0.07687.00 -18.19 -2.18 -47.370.00 0.00 47.37 714.04 357.02 236.39472.09 10.31 -1.13 0.07190.00 -17.65 -2.16 -40.810.00 0.00 40.81 674.25 337.13 210.64420.65 11.03 -1.17 0.06690.13 -17.62 -2.14 -40.540.00 0.00 40.54 672.59 336.30 209.60418.57 11.06 -1.17 0.06690.13 -17.62 -2.14 -40.540.00 0.00 40.54 672.59 336.30 209.60418.57 11.06 -1.17 0.22095.00 -17.14 -2.11 -30.110.00 0.00 30.11 607.93 303.97 171.01341.52 12.29 -1.22 0.20497.00 -12.62 -1.59 -25.890.00 0.00 25.89 581.40 290.70 156.32312.17 12.82 -1.31 0.18798.00 -11.32 -1.45 -24.300.00 0.00 24.30 568.14 284.07 149.22297.99 13.10 -1.35 0.18399.00 -11.24 -1.44 -22.860.00 0.00 22.86 554.88 277.44 142.28284.14 13.38 -1.39 0.18199.00 -11.24 -1.44 -22.860.00 0.00 22.86 725.83 362.92 181.64362.74 13.38 -1.39 0.141100.00 -11.15 -1.43 -21.410.00 0.00 21.41 725.83 362.92 181.64362.74 13.68 -1.43 0.133105.00 -10.72 -1.39 -14.270.00 0.00 14.27 725.83 362.92 181.64362.74 15.25 -1.57 0.093109.00 -8.95 -1.10 -8.720.00 0.00 8.72 725.83 362.92 181.64362.74 16.60 -1.64 0.060110.00 -8.86 -1.07 -7.620.00 0.00 7.62 725.83 362.92 181.64362.74 16.94 -1.65 0.054115.00 -8.43 -1.02 -2.280.00 0.00 2.28 725.83 362.92 181.64362.74 18.69 -1.69 0.024117.00 -0.14 -0.02 -0.030.00 0.00 0.03 725.83 362.92 181.64362.74 19.40 -1.69 0.000119.00 0.00 -0.01 0.000.00 0.00 0.00 725.83 362.92 181.64362.74 20.11 -1.69 0.000

Page: 10

Site Number:3/15/2019 4:10:01 PM






Serviceability 60 mph

SegElev(ft)

MY(lb-ft) (lb-ft)

MZ


Description


(lb) (lb)Wind FX

(lb)



(lb)LoadDead(lb)


(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 38.2 0.0 0.0 0.0 38.2 0.0 0.0 0.05.00 75.1 690.8 0.0 212.2 75.1 903.0 0.0 0.010.00 72.3 665.5 0.0 212.2 72.3 877.7 0.0 0.015.00 69.5 640.2 0.0 212.2 69.5 852.3 0.0 0.020.00 66.7 614.9 0.0 212.2 66.7 827.0 0.0 0.025.00 64.0 589.6 0.0 212.2 64.0 801.7 0.0 0.030.00 61.9 564.3 0.0 212.2 61.9 776.4 0.0 0.035.00 61.0 538.9 0.0 212.2 61.0 751.1 0.0 0.040.00 53.7 513.6 0.0 212.2 53.7 725.8 0.0 0.043.88 30.0Reinf Bottom 380.7 0.0 164.4 30.0 545.1 0.0 0.045.00 26.3 107.7 0.0 116.6 26.3 224.3 0.0 0.048.33 29.5Bot - Section 2 311.5 0.0 345.6 29.5 657.1 0.0 0.050.00 24.5 259.7 0.0 172.8 24.5 432.5 0.0 0.052.50 29.0Top - Section 1 380.6 0.0 259.2 29.0 639.8 0.0 0.055.00 42.6 154.1 0.0 259.2 42.6 413.3 0.0 0.060.00 39.1 294.9 0.0 518.4 39.1 813.3 0.0 0.062.00 27.1Reinf. Top Reinf 113.0 0.0 207.4 27.1 320.4 0.0 0.065.00 42.1 164.2 0.0 311.0 42.1 475.3 0.0 0.070.00 50.6 259.5 0.0 518.4 50.6 777.9 0.0 0.075.00 34.2 241.8 0.0 518.4 34.2 760.2 0.0 0.077.00 23.3Appurtenance(s) 91.8 605.5 0.0 359.4 1,415.4 0.0 207.4 628.9 1,714.5 0.0 0.080.00 22.8 132.3 0.0 281.5 22.8 413.8 0.0 0.082.00 21.9Top - Section 2 84.7 0.0 187.7 21.9 272.3 0.0 0.085.00 21.3 104.5 0.0 281.5 21.3 386.0 0.0 0.087.00 20.4Appurtenance(s) 66.6 230.0 0.0 0.0 959.1 0.0 187.7 250.3 1,213.4 0.0 0.090.00 12.5 95.4 0.0 252.0 12.5 347.4 0.0 0.090.13 18.8Reinf. Top 3.9 0.0 10.5 18.8 14.4 0.0 0.095.00 25.4 143.0 0.0 110.9 25.4 253.9 0.0 0.097.00 10.5Appurtenance(s) 54.5 471.3 0.0 0.0 1,197.3 0.0 45.5 481.8 1,297.3 0.0 0.098.00 6.8Appurtenance(s) 26.3 111.2 0.0 0.0 323.1 0.0 19.4 118.0 368.8 0.0 0.099.00 6.7Top - Section 3 25.7 0.0 13.4 6.7 39.1 0.0 0.0100.00 20.0 33.2 0.0 13.4 20.0 46.6 0.0 0.0105.00 30.1 166.2 0.0 67.0 30.1 233.2 0.0 0.0109.00 16.8Appurtenance(s) 133.0 230.0 0.0 0.0 257.4 0.0 53.6 246.8 443.9 0.0 0.0110.00 20.4 33.2 0.0 13.4 20.4 46.6 0.0 0.0115.00 23.9 166.2 0.0 67.0 23.9 233.2 0.0 0.0117.00 13.8Appurtenance(s) 66.5 743.5 0.0 220.1 2,201.3 0.0 26.8 757.3 2,294.6 0.0 0.0119.00 6.9 66.5 0.0 0.0 6.9 66.5 0.0 0.0Totals: 3,651.17 22,259.6 0.00 0.00

Page: 11

Site Number:3/15/2019 4:10:05 PM






Serviceability 60 mph





0.00 -22.26 -3.62 -311.370.00 0.00 311.37 2,813.31 1,406.66 2,413.984,820.79 0.00 0.00 0.1375.00 -21.35 -3.56 -293.270.00 0.00 293.27 2,747.79 1,373.90 2,272.294,537.84 0.03 -0.05 0.13710.00 -20.47 -3.51 -275.450.00 0.00 275.45 2,679.61 1,339.80 2,132.564,258.79 0.10 -0.10 0.13715.00 -19.62 -3.46 -257.910.00 0.00 257.91 2,608.76 1,304.38 1,995.033,984.14 0.23 -0.15 0.13720.00 -18.79 -3.40 -240.630.00 0.00 240.63 2,535.24 1,267.62 1,859.963,714.39 0.42 -0.20 0.13725.00 -17.98 -3.36 -223.610.00 0.00 223.61 2,459.06 1,229.53 1,727.583,450.04 0.66 -0.26 0.13730.00 -17.20 -3.31 -206.830.00 0.00 206.83 2,380.22 1,190.11 1,598.163,191.57 0.97 -0.32 0.13735.00 -16.45 -3.26 -190.280.00 0.00 190.28 2,298.17 1,149.08 1,471.582,938.80 1.34 -0.39 0.13640.00 -15.72 -3.22 -173.970.00 0.00 173.97 2,187.63 1,093.82 1,332.772,661.58 1.79 -0.46 0.13843.88 -15.17 -3.20 -161.490.00 0.00 161.49 2,101.97 1,050.99 1,229.912,456.17 2.18 -0.51 0.13945.00 -14.95 -3.17 -157.890.00 0.00 157.89 2,077.10 1,038.55 1,200.822,398.08 2.30 -0.53 0.08148.33 -14.29 -3.14 -147.310.00 0.00 147.31 2,003.41 1,001.71 1,116.682,230.05 2.68 -0.56 0.08050.00 -13.85 -3.12 -142.070.00 0.00 142.07 1,966.57 983.28 1,075.762,148.32 2.88 -0.58 0.07952.50 -13.21 -3.09 -134.270.00 0.00 134.27 1,292.92 646.46 703.851,405.62 3.19 -0.60 0.09755.00 -12.80 -3.05 -126.550.00 0.00 126.55 1,267.71 633.85 670.421,338.84 3.51 -0.62 0.09460.00 -11.98 -3.01 -111.300.00 0.00 111.30 1,215.29 607.65 604.901,208.00 4.19 -0.68 0.08962.00 -11.66 -2.99 -105.270.00 0.00 105.27 1,193.58 596.79 579.241,156.76 4.48 -0.70 0.08662.00 -11.66 -2.99 -105.270.00 0.00 105.27 1,193.58 596.79 579.241,156.76 4.48 -0.70 0.08665.00 -11.19 -2.95 -96.320.00 0.00 96.32 1,160.21 580.11 541.391,081.18 4.93 -0.73 0.08370.00 -10.41 -2.89 -81.590.00 0.00 81.59 1,094.51 547.25 476.69951.97 5.73 -0.79 0.07675.00 -9.64 -2.86 -67.110.00 0.00 67.11 1,017.13 508.57 411.36821.49 6.58 -0.84 0.06977.00 -7.94 -2.21 -61.040.00 0.00 61.04 986.19 493.09 386.57772.00 6.94 -0.86 0.06580.00 -7.52 -2.18 -54.420.00 0.00 54.42 939.76 469.88 350.84700.63 7.49 -0.89 0.06282.00 -7.25 -2.16 -50.060.00 0.00 50.06 908.81 454.41 327.98654.98 7.87 -0.91 0.05982.00 -7.25 -2.16 -50.060.00 0.00 50.06 780.36 390.18 282.62564.40 7.87 -0.91 0.00085.00 -6.86 -2.13 -43.590.00 0.00 43.59 740.57 370.29 254.39508.03 8.45 -0.94 0.05887.00 -5.65 -1.86 -39.330.00 0.00 39.33 714.04 357.02 236.39472.09 8.85 -0.97 0.05490.00 -5.31 -1.85 -33.730.00 0.00 33.73 674.25 337.13 210.64420.65 9.47 -1.00 0.05090.13 -5.29 -1.83 -33.500.00 0.00 33.50 672.59 336.30 209.60418.57 9.50 -1.00 0.05090.13 -5.29 -1.83 -33.500.00 0.00 33.50 672.59 336.30 209.60418.57 9.50 -1.00 0.16895.00 -5.04 -1.81 -24.580.00 0.00 24.58 607.93 303.97 171.01341.52 10.54 -1.04 0.15297.00 -3.75 -1.30 -20.970.00 0.00 20.97 581.40 290.70 156.32312.17 10.99 -1.11 0.14198.00 -3.38 -1.18 -19.660.00 0.00 19.66 568.14 284.07 149.22297.99 11.23 -1.14 0.13899.00 -3.34 -1.17 -18.480.00 0.00 18.48 554.88 277.44 142.28284.14 11.47 -1.18 0.13699.00 -3.34 -1.17 -18.480.00 0.00 18.48 725.83 362.92 181.64362.74 11.47 -1.18 0.106100.00 -3.29 -1.16 -17.310.00 0.00 17.31 725.83 362.92 181.64362.74 11.72 -1.21 0.100105.00 -3.06 -1.13 -11.520.00 0.00 11.52 725.83 362.92 181.64362.74 13.05 -1.32 0.068109.00 -2.62 -0.87 -7.010.00 0.00 7.01 725.83 362.92 181.64362.74 14.18 -1.38 0.042110.00 -2.57 -0.85 -6.140.00 0.00 6.14 725.83 362.92 181.64362.74 14.47 -1.39 0.037115.00 -2.34 -0.82 -1.880.00 0.00 1.88 725.83 362.92 181.64362.74 15.94 -1.42 0.014117.00 -0.07 -0.01 -0.020.00 0.00 0.02 725.83 362.92 181.64362.74 16.53 -1.42 0.000119.00 0.00 -0.01 0.000.00 0.00 0.00 725.83 362.92 181.64362.74 17.13 -1.42 0.000

Page: 12

Site Number:3/15/2019 4:10:05 PM




Equivalent Lateral Forces Method Analysis(Based on ASCE7-10 Chapters 11, 12, 15)

Spectral Response Acceleration for Short Period (SSpectral Response Acceleration at 1.0 Second Period (SLong-Period Transition Period (TImportance Factor (ISite Coefficient FSite Coeffiecient FResponse Modification Coefficient (R):Design Spectral Response Acceleration at Short Period (SDesign Spectral Response Acceleration at 1.0 Second Period (SSeismic Response Coefficient (CUpper Limit CLower Limit CPeriod based on Rayleigh Method (sec):Redundancy Factor (p):Seismic Force Distribution Exponent (k):Total Unfactored Dead Load:Seismic Base Shear (E):

0.200.06

61.001.602.401.500.220.100.030.030.032.051.001.77

22.260.74

kk

):1

L):

):s

E):):

av

ds):d1):

s):ss

::

Segment (ft)

Height Above Base Weight(lb) (lb-ft)

WC

HorizontalForce(lb) (lb)

Vertical Force

Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method

zvx

37 830.00831366 6118.0036 1160.01042693 8116.0035 2900.0241,008233 18112.5034 580.00519247 3109.5033 2320.018738187 13107.0032 2900.021855233 15102.5031 580.00416247 399.5030 490.00313439 298.5029 570.00415346 397.5028 1240.008326100 696.0027 3160.019777254 1492.5626 180.0014214 190.0625 4320.024981347 1888.5024 3160.016683254 1286.0023 4800.024984386 1883.5022 3390.016658272 1281.0021 5150.023945414 1778.5020 3720.016645299 1276.0019 9450.0361,508760 2772.5018 9670.0331,360778 2467.5017 5910.018745475 1363.5016 3980.011468320 861.0015 1,0110.0261,070813 1957.50Page: 13

Site Number:3/15/2019 4:10:05 PM



Customer: AT&T MOBILITY14 5140.012482413 953.7513 7950.017686640 1251.2512 5380.010431432 849.1711 8170.014597657 1146.6710 2790.004187224 344.449 6780.010410545 741.948 9020.011448726 837.507 9340.009359751 632.506 9650.007276776 527.505 9970.005200802 422.504 1,0280.003132827 217.503 1,0600.00275852 112.502 1,0910.00131878 17.501 1,1230.0005903 02.50CCI TPX-070821 560.00520945 4117.00Raycap DC6-48-60-18- 820.00730466 5117.00Ericsson RRUS 4449 B 2650.024987213 18117.00Ericsson RRUS 32 B2 1980.018737159 13117.00Ericsson RRUS-32 B30 2870.0261,070231 19117.00Amphenol Antel BXA-1 480.00417838 3117.00CCI OPA-65R-LCUU-H6 2720.0241,015219 18117.00Generic Round T-Arm 1,1660.1054,344938 78117.00Kathrein Scala 80010 3640.0331,357293 24117.00Amphenol Antel BXA-1 480.00415738 3109.00CCI OPA-65R-LCUU-H6 2720.022895219 16109.00RFS ATMAA1412D-1A20 480.00313239 298.00Ericsson RRUS 11 B12 1890.012515152 998.00Ericsson RRUS 01 B2 1640.011447132 898.00Ericsson KRY 112 144 360.0029729 297.00Ericsson Radio 4449 2760.018738222 1397.00Generic Flat Side Ar 6990.0451,870563 3397.00RFS APXVAARR24_43-U- 4770.0311,275384 2397.00Generic Flat Side Ar 6990.0371,542563 2887.00Ericsson AIR32 B66Aa 4930.0261,087397 1987.00Alcatel-Lucent 9442 1830.008324147 677.00Alcatel-Lucent 9442 1890.008336152 677.00Amphenol Antel BXA-1 950.00417077 377.00Amphenol Antel BXA-7 1270.005225102 477.00Generic Flat T-Arm 1,1660.0502,069938 3777.00

22,260 41,570 1.000 743 27,676

Segment (ft)

Height Above Base Weight(lb) (lb-ft)

WC

HorizontalForce(lb) (lb)

Vertical Force

Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method

zvx

37 570.00831366 6118.0036 800.01042693 8116.0035 2000.0241,008233 18112.5034 400.00519247 3109.5033 1600.018738187 13107.0032 2000.021855233 15102.5031 400.00416247 399.5030 340.00313439 298.5029 390.00415346 397.5028 860.008326100 696.0027 2170.019777254 1492.5626 120.0014214 190.0625 2980.024981347 1888.5024 2180.016683254 1286.0023 3310.024984386 1883.50

Page: 14

Site Number:3/15/2019 4:10:05 PM



Customer: AT&T MOBILITY22 2330.016658272 1281.0021 3550.023945414 1778.5020 2560.016645299 1276.0019 6510.0361,508760 2772.5018 6660.0331,360778 2467.5017 4070.018745475 1363.5016 2740.011468320 861.0015 6970.0261,070813 1957.5014 3540.012482413 953.7513 5480.017686640 1251.2512 3710.010431432 849.1711 5630.014597657 1146.6710 1920.004187224 344.449 4670.010410545 741.948 6220.011448726 837.507 6430.009359751 632.506 6650.007276776 527.505 6870.005200802 422.504 7090.003132827 217.503 7300.00275852 112.502 7520.00131878 17.501 7740.0005903 02.50CCI TPX-070821 390.00520945 4117.00Raycap DC6-48-60-18- 560.00730466 5117.00Ericsson RRUS 4449 B 1820.024987213 18117.00Ericsson RRUS 32 B2 1360.018737159 13117.00Ericsson RRUS-32 B30 1980.0261,070231 19117.00Amphenol Antel BXA-1 330.00417838 3117.00CCI OPA-65R-LCUU-H6 1880.0241,015219 18117.00Generic Round T-Arm 8030.1054,344938 78117.00Kathrein Scala 80010 2510.0331,357293 24117.00Amphenol Antel BXA-1 330.00415738 3109.00CCI OPA-65R-LCUU-H6 1880.022895219 16109.00RFS ATMAA1412D-1A20 330.00313239 298.00Ericsson RRUS 11 B12 1300.012515152 998.00Ericsson RRUS 01 B2 1130.011447132 898.00Ericsson KRY 112 144 250.0029729 297.00Ericsson Radio 4449 1900.018738222 1397.00Generic Flat Side Ar 4820.0451,870563 3397.00RFS APXVAARR24_43-U- 3290.0311,275384 2397.00Generic Flat Side Ar 4820.0371,542563 2887.00Ericsson AIR32 B66Aa 3400.0261,087397 1987.00Alcatel-Lucent 9442 1260.008324147 677.00Alcatel-Lucent 9442 1300.008336152 677.00Amphenol Antel BXA-1 660.00417077 377.00Amphenol Antel BXA-7 870.005225102 477.00Generic Flat T-Arm 8030.0502,069938 3777.00

22,260 41,570 1.000 743 19,070

Page: 15

Site Number:3/15/2019 4:10:05 PM








(1.2 + 0.2Sds) * DL + E ELFMLoad Case Seismic Equivalent Lateral Forces Method

0.00 -26.55 -0.74 0.00 -69.06 0.00 69.06 2,813.31 1,406.66 4,820.79 2,413.98 0.00 0.00 0.0385.00 -25.46 -0.75 0.00 -65.34 0.00 65.34 2,747.79 1,373.90 4,537.84 2,272.29 0.01 -0.01 0.03810.00 -24.40 -0.75 0.00 -61.60 0.00 61.60 2,679.61 1,339.80 4,258.79 2,132.56 0.02 -0.02 0.03815.00 -23.37 -0.75 0.00 -57.84 0.00 57.84 2,608.76 1,304.38 3,984.14 1,995.03 0.05 -0.03 0.03820.00 -22.38 -0.75 0.00 -54.07 0.00 54.07 2,535.24 1,267.62 3,714.39 1,859.96 0.09 -0.05 0.03825.00 -21.41 -0.75 0.00 -50.29 0.00 50.29 2,459.06 1,229.53 3,450.04 1,727.58 0.15 -0.06 0.03830.00 -20.48 -0.75 0.00 -46.52 0.00 46.52 2,380.22 1,190.11 3,191.57 1,598.16 0.22 -0.07 0.03835.00 -19.57 -0.75 0.00 -42.76 0.00 42.76 2,298.17 1,149.08 2,938.80 1,471.58 0.30 -0.09 0.03840.00 -18.90 -0.74 0.00 -39.03 0.00 39.03 2,187.63 1,093.82 2,661.58 1,332.77 0.40 -0.10 0.03843.88 -18.62 -0.74 0.00 -36.15 0.00 36.15 2,101.97 1,050.99 2,456.17 1,229.91 0.49 -0.11 0.03845.00 -17.80 -0.73 0.00 -35.31 0.00 35.31 2,077.10 1,038.55 2,398.08 1,200.82 0.52 -0.12 0.02248.33 -17.26 -0.72 0.00 -32.87 0.00 32.87 2,003.41 1,001.71 2,230.05 1,116.68 0.60 -0.13 0.02250.00 -16.47 -0.71 0.00 -31.67 0.00 31.67 1,966.57 983.28 2,148.32 1,075.76 0.65 -0.13 0.02252.50 -15.95 -0.70 0.00 -29.89 0.00 29.89 1,292.92 646.46 1,405.62 703.85 0.71 -0.13 0.02755.00 -14.94 -0.68 0.00 -28.13 0.00 28.13 1,267.71 633.85 1,338.84 670.42 0.79 -0.14 0.02660.00 -14.54 -0.68 0.00 -24.71 0.00 24.71 1,215.29 607.65 1,208.00 604.90 0.94 -0.15 0.02462.00 -13.95 -0.66 0.00 -23.36 0.00 23.36 1,193.58 596.79 1,156.76 579.24 1.00 -0.16 0.02462.00 -13.95 -0.66 0.00 -23.36 0.00 23.36 1,193.58 596.79 1,156.76 579.24 1.00 -0.16 0.02465.00 -12.99 -0.64 0.00 -21.37 0.00 21.37 1,160.21 580.11 1,081.18 541.39 1.10 -0.16 0.02370.00 -12.04 -0.61 0.00 -18.17 0.00 18.17 1,094.51 547.25 951.97 476.69 1.28 -0.18 0.02175.00 -11.67 -0.60 0.00 -15.12 0.00 15.12 1,017.13 508.57 821.49 411.36 1.47 -0.19 0.02077.00 -9.39 -0.52 0.00 -13.92 0.00 13.92 986.19 493.09 772.00 386.57 1.55 -0.19 0.01880.00 -9.06 -0.51 0.00 -12.35 0.00 12.35 939.76 469.88 700.63 350.84 1.68 -0.20 0.01782.00 -8.58 -0.49 0.00 -11.33 0.00 11.33 908.81 454.41 654.98 327.98 1.76 -0.20 0.01782.00 -8.58 -0.49 0.00 -11.33 0.00 11.33 780.36 390.18 564.40 282.62 1.76 -0.20 0.00085.00 -8.26 -0.48 0.00 -9.86 0.00 9.86 740.57 370.29 508.03 254.39 1.89 -0.21 0.01687.00 -6.64 -0.41 0.00 -8.91 0.00 8.91 714.04 357.02 472.09 236.39 1.98 -0.22 0.01590.00 -6.62 -0.41 0.00 -7.68 0.00 7.68 674.25 337.13 420.65 210.64 2.12 -0.22 0.01490.13 -6.30 -0.39 0.00 -7.63 0.00 7.63 672.59 336.30 418.57 209.60 2.13 -0.22 0.01490.13 -6.30 -0.39 0.00 -7.63 0.00 7.63 672.59 336.30 418.57 209.60 2.13 -0.22 0.04695.00 -6.18 -0.39 0.00 -5.71 0.00 5.71 607.93 303.97 341.52 171.01 2.36 -0.23 0.04497.00 -4.63 -0.31 0.00 -4.93 0.00 4.93 581.40 290.70 312.17 156.32 2.46 -0.25 0.04098.00 -4.18 -0.29 0.00 -4.62 0.00 4.62 568.14 284.07 297.99 149.22 2.51 -0.26 0.03899.00 -4.12 -0.28 0.00 -4.34 0.00 4.34 554.88 277.44 284.14 142.28 2.57 -0.27 0.03899.00 -4.12 -0.28 0.00 -4.34 0.00 4.34 725.83 362.92 362.74 181.64 2.57 -0.27 0.030100.00 -3.83 -0.27 0.00 -4.06 0.00 4.06 725.83 362.92 362.74 181.64 2.63 -0.27 0.028105.00 -3.60 -0.25 0.00 -2.72 0.00 2.72 725.83 362.92 362.74 181.64 2.93 -0.30 0.020109.00 -3.22 -0.23 0.00 -1.70 0.00 1.70 725.83 362.92 362.74 181.64 3.18 -0.31 0.014110.00 -2.93 -0.21 0.00 -1.47 0.00 1.47 725.83 362.92 362.74 181.64 3.25 -0.31 0.012115.00 -2.82 -0.20 0.00 -0.41 0.00 0.41 725.83 362.92 362.74 181.64 3.58 -0.32 0.006117.00 0.00 0.00 0.00 0.00 0.00 0.00 725.83 362.92 362.74 181.64 3.72 -0.32 0.000119.00 0.00 0.00 0.00 0.00 0.00 0.00 725.83 362.92 362.74 181.64 3.85 -0.32 0.000

Page: 16

Site Number:3/15/2019 4:10:05 PM








(0.9 - 0.2Sds) * DL + E ELFMLoad Case Seismic (Reduced DL) Equivalent Lateral Forces Method

0.00 -18.30 -0.74 0.00 -68.08 0.00 68.08 2,813.31 1,406.66 4,820.79 2,413.98 0.00 0.00 0.0355.00 -17.54 -0.75 0.00 -64.36 0.00 64.36 2,747.79 1,373.90 4,537.84 2,272.29 0.01 -0.01 0.03510.00 -16.81 -0.75 0.00 -60.63 0.00 60.63 2,679.61 1,339.80 4,258.79 2,132.56 0.02 -0.02 0.03515.00 -16.10 -0.75 0.00 -56.89 0.00 56.89 2,608.76 1,304.38 3,984.14 1,995.03 0.05 -0.03 0.03520.00 -15.42 -0.75 0.00 -53.14 0.00 53.14 2,535.24 1,267.62 3,714.39 1,859.96 0.09 -0.04 0.03525.00 -14.75 -0.75 0.00 -49.40 0.00 49.40 2,459.06 1,229.53 3,450.04 1,727.58 0.15 -0.06 0.03530.00 -14.11 -0.74 0.00 -45.67 0.00 45.67 2,380.22 1,190.11 3,191.57 1,598.16 0.21 -0.07 0.03535.00 -13.49 -0.74 0.00 -41.96 0.00 41.96 2,298.17 1,149.08 2,938.80 1,471.58 0.30 -0.09 0.03440.00 -13.02 -0.73 0.00 -38.27 0.00 38.27 2,187.63 1,093.82 2,661.58 1,332.77 0.39 -0.10 0.03543.88 -12.83 -0.73 0.00 -35.44 0.00 35.44 2,101.97 1,050.99 2,456.17 1,229.91 0.48 -0.11 0.03545.00 -12.26 -0.72 0.00 -34.62 0.00 34.62 2,077.10 1,038.55 2,398.08 1,200.82 0.51 -0.12 0.02048.33 -11.89 -0.71 0.00 -32.22 0.00 32.22 2,003.41 1,001.71 2,230.05 1,116.68 0.59 -0.12 0.02050.00 -11.35 -0.70 0.00 -31.03 0.00 31.03 1,966.57 983.28 2,148.32 1,075.76 0.63 -0.13 0.02052.50 -10.99 -0.69 0.00 -29.28 0.00 29.28 1,292.92 646.46 1,405.62 703.85 0.70 -0.13 0.02455.00 -10.30 -0.67 0.00 -27.55 0.00 27.55 1,267.71 633.85 1,338.84 670.42 0.77 -0.14 0.02360.00 -10.02 -0.66 0.00 -24.20 0.00 24.20 1,215.29 607.65 1,208.00 604.90 0.92 -0.15 0.02262.00 -9.61 -0.65 0.00 -22.87 0.00 22.87 1,193.58 596.79 1,156.76 579.24 0.99 -0.15 0.02262.00 -9.61 -0.65 0.00 -22.87 0.00 22.87 1,193.58 596.79 1,156.76 579.24 0.99 -0.15 0.02265.00 -8.95 -0.63 0.00 -20.92 0.00 20.92 1,160.21 580.11 1,081.18 541.39 1.09 -0.16 0.02170.00 -8.30 -0.60 0.00 -17.78 0.00 17.78 1,094.51 547.25 951.97 476.69 1.26 -0.17 0.01975.00 -8.04 -0.59 0.00 -14.79 0.00 14.79 1,017.13 508.57 821.49 411.36 1.45 -0.18 0.01877.00 -6.47 -0.51 0.00 -13.61 0.00 13.61 986.19 493.09 772.00 386.57 1.53 -0.19 0.01780.00 -6.24 -0.50 0.00 -12.08 0.00 12.08 939.76 469.88 700.63 350.84 1.65 -0.20 0.01682.00 -5.91 -0.48 0.00 -11.08 0.00 11.08 908.81 454.41 654.98 327.98 1.73 -0.20 0.01582.00 -5.91 -0.48 0.00 -11.08 0.00 11.08 780.36 390.18 564.40 282.62 1.73 -0.20 0.00085.00 -5.69 -0.47 0.00 -9.64 0.00 9.64 740.57 370.29 508.03 254.39 1.86 -0.21 0.01587.00 -4.57 -0.40 0.00 -8.71 0.00 8.71 714.04 357.02 472.09 236.39 1.95 -0.21 0.01490.00 -4.56 -0.40 0.00 -7.51 0.00 7.51 674.25 337.13 420.65 210.64 2.08 -0.22 0.01390.13 -4.34 -0.39 0.00 -7.46 0.00 7.46 672.59 336.30 418.57 209.60 2.09 -0.22 0.01390.13 -4.34 -0.39 0.00 -7.46 0.00 7.46 672.59 336.30 418.57 209.60 2.09 -0.22 0.04295.00 -4.26 -0.38 0.00 -5.58 0.00 5.58 607.93 303.97 341.52 171.01 2.32 -0.23 0.04097.00 -3.19 -0.30 0.00 -4.82 0.00 4.82 581.40 290.70 312.17 156.32 2.42 -0.24 0.03698.00 -2.88 -0.28 0.00 -4.51 0.00 4.51 568.14 284.07 297.99 149.22 2.47 -0.25 0.03599.00 -2.84 -0.28 0.00 -4.23 0.00 4.23 554.88 277.44 284.14 142.28 2.52 -0.26 0.03599.00 -2.84 -0.28 0.00 -4.23 0.00 4.23 725.83 362.92 362.74 181.64 2.52 -0.26 0.027100.00 -2.64 -0.26 0.00 -3.96 0.00 3.96 725.83 362.92 362.74 181.64 2.58 -0.27 0.025105.00 -2.48 -0.25 0.00 -2.65 0.00 2.65 725.83 362.92 362.74 181.64 2.87 -0.29 0.018109.00 -2.22 -0.23 0.00 -1.65 0.00 1.65 725.83 362.92 362.74 181.64 3.12 -0.31 0.012110.00 -2.02 -0.21 0.00 -1.43 0.00 1.43 725.83 362.92 362.74 181.64 3.19 -0.31 0.011115.00 -1.94 -0.20 0.00 -0.40 0.00 0.40 725.83 362.92 362.74 181.64 3.51 -0.32 0.005117.00 0.00 0.00 0.00 0.00 0.00 0.00 725.83 362.92 362.74 181.64 3.65 -0.32 0.000119.00 0.00 0.00 0.00 0.00 0.00 0.00 725.83 362.92 362.74 181.64 3.78 -0.32 0.000

Page: 17

Site Number:3/15/2019 4:10:05 PM



Customer: AT&T MOBILITYEquivalent Modal Forces Analysis

(Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7)

Spectral Response Acceleration at 1.0 Second Period (SImportance Factor (ISite Coefficient FSite Coefficient FResponse Modification Coefficient (R):Design Spectral Response Acceleration at Short Period (SDesing Spectral Response Acceleration at 1.0 Second Period (SPeriod Based on Rayleigh Method (sec):Redundancy Factor (p):

Spectral Response Acceleration for Short Period (S 0.200.061.001.602.401.500.220.102.051.00

s):1

Eav

dsd1

):):

:

):):

Segment (ft)

Height Above Base Weight(lb) a b c Saz

Horizontal Force(lb) (lb)Vertical Force

Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method

37 830.3901.0811.8171.85866 17118.0036 1160.3460.9701.5201.79693 22116.0035 2900.2750.7981.0821.689233 43112.5034 580.2200.6700.7791.60047 7109.5033 2320.1780.5770.5731.528187 22107.0032 2900.1130.4340.2881.402233 18102.5031 580.0750.3550.1511.32147 299.5030 490.0640.3320.1141.29539 298.5029 570.0530.3090.0801.26946 297.5028 1240.0380.2780.0351.230100 396.0027 3160.0080.215-0.0421.144254 192.5626 18-0.0100.176-0.0791.08314 090.0625 432-0.0190.155-0.0961.045347 -488.5024 316-0.0310.125-0.1130.987254 -586.0023 480-0.0390.100-0.1210.931386 -1083.5022 339-0.0440.078-0.1210.876272 -881.0021 515-0.0460.060-0.1160.822414 -1378.5020 372-0.0440.046-0.1060.771299 -976.0019 945-0.0370.030-0.0870.702760 -1972.5018 967-0.0190.015-0.0560.608778 -1067.5017 591-0.0010.009-0.0300.538475 063.5016 3980.0100.007-0.0150.497320 261.0015 1,0110.0250.0060.0050.441813 1457.5014 5140.0380.0070.0230.386413 1053.7513 7950.0450.0090.0330.351640 1951.2512 5380.0490.0100.0400.323432 1449.1711 8170.0530.0130.0470.291657 2346.6710 2790.0550.0160.0530.264224 844.449 6780.0570.0190.0580.235545 2141.948 9020.0570.0250.0640.188726 2837.507 9340.0570.0310.0690.141751 2832.506 9650.0550.0370.0710.101776 2827.505 9970.0530.0410.0720.068802 2822.504 1,0280.0510.0420.0700.041827 2817.50Page: 18

Site Number:3/15/2019 4:10:05 PM



Customer: AT&T MOBILITY3 1,0600.0470.0380.0650.021852 2712.502 1,0910.0380.0290.0510.008878 237.501 1,1230.0190.0120.0220.001903 112.50CCI TPX-070821 560.3671.0241.6641.82745 11117.00Raycap DC6-48-60-18- 820.3671.0241.6641.82766 16117.00Ericsson RRUS 4449 B 2650.3671.0241.6641.827213 52117.00Ericsson RRUS 32 B2 1980.3671.0241.6641.827159 39117.00Ericsson RRUS-32 B30 2870.3671.0241.6641.827231 57117.00Amphenol Antel BXA-1 480.3671.0241.6641.82738 9117.00CCI OPA-65R-LCUU-H6 2720.3671.0241.6641.827219 54117.00Generic Round T-Arm 1,1660.3671.0241.6641.827938 230117.00Kathrein Scala 80010 3640.3671.0241.6641.827293 72117.00Amphenol Antel BXA-1 480.2110.6510.7351.58638 5109.00CCI OPA-65R-LCUU-H6 2720.2110.6510.7351.586219 31109.00RFS ATMAA1412D-1A20 480.0580.3200.0961.28239 298.00Ericsson RRUS 11 B12 1890.0580.3200.0961.282152 698.00Ericsson RRUS 01 B2 1640.0580.3200.0961.282132 598.00Ericsson KRY 112 144 360.0480.2980.0641.25629 197.00Ericsson Radio 4449 2760.0480.2980.0641.256222 797.00Generic Flat Side Ar 6990.0480.2980.0641.256563 1897.00RFS APXVAARR24_43-U- 4770.0480.2980.0641.256384 1297.00Generic Flat Side Ar 699-0.0260.136-0.1071.010563 -1087.00Ericsson AIR32 B66Aa 493-0.0260.136-0.1071.010397 -787.00Alcatel-Lucent 9442 183-0.0450.051-0.1100.791147 -477.00Alcatel-Lucent 9442 189-0.0450.051-0.1100.791152 -577.00Amphenol Antel BXA-1 95-0.0450.051-0.1100.79177 -277.00Amphenol Antel BXA-7 127-0.0450.051-0.1100.791102 -377.00Generic Flat T-Arm 1,166-0.0450.051-0.1100.791938 -2877.00

22,260 62.308 22.422 20.362 5.993 938 27,676

Segment (ft)

Height Above Base Weight(lb) a b c Saz

Horizontal Force(lb) (lb)Vertical Force

Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method

37 570.3901.0811.8171.85866 17118.0036 800.3460.9701.5201.79693 22116.0035 2000.2750.7981.0821.689233 43112.5034 400.2200.6700.7791.60047 7109.5033 1600.1780.5770.5731.528187 22107.0032 2000.1130.4340.2881.402233 18102.5031 400.0750.3550.1511.32147 299.5030 340.0640.3320.1141.29539 298.5029 390.0530.3090.0801.26946 297.5028 860.0380.2780.0351.230100 396.0027 2170.0080.215-0.0421.144254 192.5626 12-0.0100.176-0.0791.08314 090.0625 298-0.0190.155-0.0961.045347 -488.5024 218-0.0310.125-0.1130.987254 -586.0023 331-0.0390.100-0.1210.931386 -1083.5022 233-0.0440.078-0.1210.876272 -881.0021 355-0.0460.060-0.1160.822414 -1378.5020 256-0.0440.046-0.1060.771299 -976.0019 651-0.0370.030-0.0870.702760 -1972.5018 666-0.0190.015-0.0560.608778 -1067.5017 407-0.0010.009-0.0300.538475 063.5016 2740.0100.007-0.0150.497320 261.0015 6970.0250.0060.0050.441813 1457.5014 3540.0380.0070.0230.386413 1053.7513 5480.0450.0090.0330.351640 1951.25

Page: 19

Site Number:3/15/2019 4:10:05 PM



Customer: AT&T MOBILITY12 3710.0490.0100.0400.323432 1449.1711 5630.0530.0130.0470.291657 2346.6710 1920.0550.0160.0530.264224 844.449 4670.0570.0190.0580.235545 2141.948 6220.0570.0250.0640.188726 2837.507 6430.0570.0310.0690.141751 2832.506 6650.0550.0370.0710.101776 2827.505 6870.0530.0410.0720.068802 2822.504 7090.0510.0420.0700.041827 2817.503 7300.0470.0380.0650.021852 2712.502 7520.0380.0290.0510.008878 237.501 7740.0190.0120.0220.001903 112.50CCI TPX-070821 390.3671.0241.6641.82745 11117.00Raycap DC6-48-60-18- 560.3671.0241.6641.82766 16117.00Ericsson RRUS 4449 B 1820.3671.0241.6641.827213 52117.00Ericsson RRUS 32 B2 1360.3671.0241.6641.827159 39117.00Ericsson RRUS-32 B30 1980.3671.0241.6641.827231 57117.00Amphenol Antel BXA-1 330.3671.0241.6641.82738 9117.00CCI OPA-65R-LCUU-H6 1880.3671.0241.6641.827219 54117.00Generic Round T-Arm 8030.3671.0241.6641.827938 230117.00Kathrein Scala 80010 2510.3671.0241.6641.827293 72117.00Amphenol Antel BXA-1 330.2110.6510.7351.58638 5109.00CCI OPA-65R-LCUU-H6 1880.2110.6510.7351.586219 31109.00RFS ATMAA1412D-1A20 330.0580.3200.0961.28239 298.00Ericsson RRUS 11 B12 1300.0580.3200.0961.282152 698.00Ericsson RRUS 01 B2 1130.0580.3200.0961.282132 598.00Ericsson KRY 112 144 250.0480.2980.0641.25629 197.00Ericsson Radio 4449 1900.0480.2980.0641.256222 797.00Generic Flat Side Ar 4820.0480.2980.0641.256563 1897.00RFS APXVAARR24_43-U- 3290.0480.2980.0641.256384 1297.00Generic Flat Side Ar 482-0.0260.136-0.1071.010563 -1087.00Ericsson AIR32 B66Aa 340-0.0260.136-0.1071.010397 -787.00Alcatel-Lucent 9442 126-0.0450.051-0.1100.791147 -477.00Alcatel-Lucent 9442 130-0.0450.051-0.1100.791152 -577.00Amphenol Antel BXA-1 66-0.0450.051-0.1100.79177 -277.00Amphenol Antel BXA-7 87-0.0450.051-0.1100.791102 -377.00Generic Flat T-Arm 803-0.0450.051-0.1100.791938 -2877.00

22,260 62.308 22.422 20.362 5.993 938 19,070

Page: 20

Site Number:3/15/2019 4:10:05 PM








(1.2 + 0.2Sds) * DL + E EMAMLoad Case Seismic Equivalent Modal Analysis Method

0.00 -26.55 -0.93 0.00 -89.78 0.00 89.78 2,813.31 1,406.66 4,820.79 2,413.98 0.00 0.00 0.0475.00 -25.46 -0.91 0.00 -85.14 0.00 85.14 2,747.79 1,373.90 4,537.84 2,272.29 0.01 -0.01 0.04710.00 -24.40 -0.89 0.00 -80.58 0.00 80.58 2,679.61 1,339.80 4,258.79 2,132.56 0.03 -0.03 0.04715.00 -23.37 -0.87 0.00 -76.12 0.00 76.12 2,608.76 1,304.38 3,984.14 1,995.03 0.07 -0.04 0.04720.00 -22.38 -0.85 0.00 -71.77 0.00 71.77 2,535.24 1,267.62 3,714.39 1,859.96 0.12 -0.06 0.04725.00 -21.41 -0.82 0.00 -67.54 0.00 67.54 2,459.06 1,229.53 3,450.04 1,727.58 0.19 -0.08 0.04830.00 -20.48 -0.80 0.00 -63.42 0.00 63.42 2,380.22 1,190.11 3,191.57 1,598.16 0.28 -0.10 0.04835.00 -19.57 -0.78 0.00 -59.41 0.00 59.41 2,298.17 1,149.08 2,938.80 1,471.58 0.40 -0.12 0.04940.00 -18.90 -0.76 0.00 -55.52 0.00 55.52 2,187.63 1,093.82 2,661.58 1,332.77 0.53 -0.14 0.05043.88 -18.62 -0.76 0.00 -52.56 0.00 52.56 2,101.97 1,050.99 2,456.17 1,229.91 0.65 -0.16 0.05245.00 -17.80 -0.74 0.00 -51.71 0.00 51.71 2,077.10 1,038.55 2,398.08 1,200.82 0.68 -0.16 0.03048.33 -17.26 -0.72 0.00 -49.25 0.00 49.25 2,003.41 1,001.71 2,230.05 1,116.68 0.80 -0.17 0.03150.00 -16.47 -0.70 0.00 -48.05 0.00 48.05 1,966.57 983.28 2,148.32 1,075.76 0.86 -0.18 0.03052.50 -15.95 -0.69 0.00 -46.30 0.00 46.30 1,292.92 646.46 1,405.62 703.85 0.96 -0.18 0.03855.00 -14.94 -0.68 0.00 -44.56 0.00 44.56 1,267.71 633.85 1,338.84 670.42 1.05 -0.19 0.03760.00 -14.54 -0.68 0.00 -41.17 0.00 41.17 1,215.29 607.65 1,208.00 604.90 1.27 -0.21 0.03762.00 -13.95 -0.68 0.00 -39.81 0.00 39.81 1,193.58 596.79 1,156.76 579.24 1.36 -0.22 0.03662.00 -13.95 -0.68 0.00 -39.81 0.00 39.81 1,193.58 596.79 1,156.76 579.24 1.36 -0.22 0.03665.00 -12.98 -0.69 0.00 -37.77 0.00 37.77 1,160.21 580.11 1,081.18 541.39 1.50 -0.23 0.03670.00 -12.04 -0.71 0.00 -34.32 0.00 34.32 1,094.51 547.25 951.97 476.69 1.76 -0.26 0.03575.00 -11.67 -0.72 0.00 -30.77 0.00 30.77 1,017.13 508.57 821.49 411.36 2.04 -0.28 0.03577.00 -9.39 -0.77 0.00 -29.33 0.00 29.33 986.19 493.09 772.00 386.57 2.15 -0.29 0.03480.00 -9.05 -0.78 0.00 -27.03 0.00 27.03 939.76 469.88 700.63 350.84 2.34 -0.30 0.03382.00 -8.57 -0.78 0.00 -25.48 0.00 25.48 908.81 454.41 654.98 327.98 2.47 -0.31 0.03282.00 -8.57 -0.78 0.00 -25.48 0.00 25.48 780.36 390.18 564.40 282.62 2.47 -0.31 0.00085.00 -8.26 -0.79 0.00 -23.13 0.00 23.13 740.57 370.29 508.03 254.39 2.67 -0.33 0.03387.00 -6.63 -0.80 0.00 -21.55 0.00 21.55 714.04 357.02 472.09 236.39 2.81 -0.34 0.03290.00 -6.61 -0.80 0.00 -19.14 0.00 19.14 674.25 337.13 420.65 210.64 3.03 -0.36 0.03090.13 -6.30 -0.80 0.00 -19.04 0.00 19.04 672.59 336.30 418.57 209.60 3.04 -0.36 0.03090.13 -6.30 -0.80 0.00 -19.04 0.00 19.04 672.59 336.30 418.57 209.60 3.04 -0.36 0.10095.00 -6.17 -0.80 0.00 -15.12 0.00 15.12 607.93 303.97 341.52 171.01 3.43 -0.39 0.09997.00 -4.63 -0.76 0.00 -13.52 0.00 13.52 581.40 290.70 312.17 156.32 3.60 -0.43 0.09498.00 -4.18 -0.74 0.00 -12.76 0.00 12.76 568.14 284.07 297.99 149.22 3.69 -0.45 0.09399.00 -4.12 -0.74 0.00 -12.02 0.00 12.02 554.88 277.44 284.14 142.28 3.78 -0.47 0.09299.00 -4.12 -0.74 0.00 -12.02 0.00 12.02 725.83 362.92 362.74 181.64 3.78 -0.47 0.072100.00 -3.83 -0.72 0.00 -11.29 0.00 11.29 725.83 362.92 362.74 181.64 3.89 -0.49 0.067105.00 -3.60 -0.70 0.00 -7.68 0.00 7.68 725.83 362.92 362.74 181.64 4.44 -0.57 0.047109.00 -3.22 -0.65 0.00 -4.88 0.00 4.88 725.83 362.92 362.74 181.64 4.94 -0.60 0.031110.00 -2.93 -0.61 0.00 -4.22 0.00 4.22 725.83 362.92 362.74 181.64 5.06 -0.61 0.027115.00 -2.81 -0.59 0.00 -1.17 0.00 1.17 725.83 362.92 362.74 181.64 5.72 -0.63 0.010117.00 0.00 0.00 0.00 0.00 0.00 0.00 725.83 362.92 362.74 181.64 5.98 -0.63 0.000119.00 0.00 0.00 0.00 0.00 0.00 0.00 725.83 362.92 362.74 181.64 6.25 -0.63 0.000

Page: 21

Site Number:3/15/2019 4:10:05 PM








(0.9 - 0.2Sds) * DL + E EMAMLoad Case Seismic (Reduced DL) Equivalent Modal Analysis Method

0.00 -18.30 -0.93 0.00 -88.33 0.00 88.33 2,813.31 1,406.66 4,820.79 2,413.98 0.00 0.00 0.0435.00 -17.54 -0.91 0.00 -83.69 0.00 83.69 2,747.79 1,373.90 4,537.84 2,272.29 0.01 -0.01 0.04310.00 -16.81 -0.89 0.00 -79.14 0.00 79.14 2,679.61 1,339.80 4,258.79 2,132.56 0.03 -0.03 0.04315.00 -16.10 -0.86 0.00 -74.71 0.00 74.71 2,608.76 1,304.38 3,984.14 1,995.03 0.07 -0.04 0.04420.00 -15.42 -0.84 0.00 -70.39 0.00 70.39 2,535.24 1,267.62 3,714.39 1,859.96 0.12 -0.06 0.04425.00 -14.75 -0.81 0.00 -66.20 0.00 66.20 2,459.06 1,229.53 3,450.04 1,727.58 0.19 -0.08 0.04430.00 -14.11 -0.79 0.00 -62.14 0.00 62.14 2,380.22 1,190.11 3,191.57 1,598.16 0.28 -0.09 0.04535.00 -13.49 -0.76 0.00 -58.19 0.00 58.19 2,298.17 1,149.08 2,938.80 1,471.58 0.39 -0.11 0.04540.00 -13.02 -0.75 0.00 -54.37 0.00 54.37 2,187.63 1,093.82 2,661.58 1,332.77 0.52 -0.13 0.04743.88 -12.83 -0.74 0.00 -51.47 0.00 51.47 2,101.97 1,050.99 2,456.17 1,229.91 0.64 -0.15 0.04845.00 -12.26 -0.72 0.00 -50.63 0.00 50.63 2,077.10 1,038.55 2,398.08 1,200.82 0.67 -0.16 0.02848.33 -11.89 -0.70 0.00 -48.24 0.00 48.24 2,003.41 1,001.71 2,230.05 1,116.68 0.79 -0.17 0.02850.00 -11.35 -0.69 0.00 -47.06 0.00 47.06 1,966.57 983.28 2,148.32 1,075.76 0.85 -0.17 0.02852.50 -10.99 -0.68 0.00 -45.35 0.00 45.35 1,292.92 646.46 1,405.62 703.85 0.94 -0.18 0.03555.00 -10.29 -0.66 0.00 -43.66 0.00 43.66 1,267.71 633.85 1,338.84 670.42 1.03 -0.19 0.03560.00 -10.02 -0.66 0.00 -40.35 0.00 40.35 1,215.29 607.65 1,208.00 604.90 1.24 -0.21 0.03462.00 -9.61 -0.66 0.00 -39.03 0.00 39.03 1,193.58 596.79 1,156.76 579.24 1.33 -0.22 0.03462.00 -9.61 -0.66 0.00 -39.03 0.00 39.03 1,193.58 596.79 1,156.76 579.24 1.33 -0.22 0.03465.00 -8.95 -0.67 0.00 -37.04 0.00 37.04 1,160.21 580.11 1,081.18 541.39 1.47 -0.23 0.03470.00 -8.29 -0.69 0.00 -33.68 0.00 33.68 1,094.51 547.25 951.97 476.69 1.72 -0.25 0.03375.00 -8.04 -0.70 0.00 -30.22 0.00 30.22 1,017.13 508.57 821.49 411.36 2.00 -0.27 0.03377.00 -6.47 -0.75 0.00 -28.82 0.00 28.82 986.19 493.09 772.00 386.57 2.11 -0.28 0.03280.00 -6.24 -0.76 0.00 -26.57 0.00 26.57 939.76 469.88 700.63 350.84 2.30 -0.30 0.03182.00 -5.91 -0.77 0.00 -25.05 0.00 25.05 908.81 454.41 654.98 327.98 2.42 -0.31 0.03182.00 -5.91 -0.77 0.00 -25.05 0.00 25.05 780.36 390.18 564.40 282.62 2.42 -0.31 0.00085.00 -5.69 -0.77 0.00 -22.74 0.00 22.74 740.57 370.29 508.03 254.39 2.62 -0.32 0.03187.00 -4.57 -0.79 0.00 -21.19 0.00 21.19 714.04 357.02 472.09 236.39 2.76 -0.34 0.03090.00 -4.56 -0.79 0.00 -18.82 0.00 18.82 674.25 337.13 420.65 210.64 2.98 -0.35 0.02990.13 -4.34 -0.79 0.00 -18.72 0.00 18.72 672.59 336.30 418.57 209.60 2.99 -0.35 0.02990.13 -4.34 -0.79 0.00 -18.72 0.00 18.72 672.59 336.30 418.57 209.60 2.99 -0.35 0.09695.00 -4.25 -0.79 0.00 -14.87 0.00 14.87 607.93 303.97 341.52 171.01 3.36 -0.38 0.09497.00 -3.19 -0.74 0.00 -13.30 0.00 13.30 581.40 290.70 312.17 156.32 3.53 -0.42 0.09198.00 -2.88 -0.73 0.00 -12.55 0.00 12.55 568.14 284.07 297.99 149.22 3.62 -0.44 0.08999.00 -2.84 -0.73 0.00 -11.82 0.00 11.82 554.88 277.44 284.14 142.28 3.71 -0.46 0.08899.00 -2.84 -0.73 0.00 -11.82 0.00 11.82 725.83 362.92 362.74 181.64 3.71 -0.46 0.069100.00 -2.64 -0.71 0.00 -11.10 0.00 11.10 725.83 362.92 362.74 181.64 3.81 -0.48 0.065105.00 -2.48 -0.69 0.00 -7.55 0.00 7.55 725.83 362.92 362.74 181.64 4.36 -0.56 0.045109.00 -2.22 -0.64 0.00 -4.79 0.00 4.79 725.83 362.92 362.74 181.64 4.84 -0.59 0.029110.00 -2.02 -0.60 0.00 -4.15 0.00 4.15 725.83 362.92 362.74 181.64 4.97 -0.60 0.026115.00 -1.94 -0.58 0.00 -1.15 0.00 1.15 725.83 362.92 362.74 181.64 5.61 -0.62 0.009117.00 0.00 0.00 0.00 0.00 0.00 0.00 725.83 362.92 362.74 181.64 5.87 -0.62 0.000119.00 0.00 0.00 0.00 0.00 0.00 0.00 725.83 362.92 362.74 181.64 6.13 -0.62 0.000

Page: 22

Site Number:3/15/2019 4:10:05 PM



Customer: AT&T MOBILITYAnalysis Summary

Load Case (kips)FZShear Reactions AxialFY(kips) (ft-kips)MXMoment Elev(ft) RatioInteractionMax UsageShearFX(kips)

MomentMZ(ft-kips)MomentMY(ft-kips)

1.2D + 1.6W 15.17 0.00 26.68 0.00 0.00 1312.92 90.13 0.680.9D + 1.6W 15.14 0.00 20.01 0.00 0.00 1296.02 90.13 0.671.2D + 1.0Di + 1.0Wi 4.08 0.00 49.06 0.00 0.00 359.35 90.13 0.22(1.2 + 0.2Sds) * DL + E ELFM 0.74 0.00 26.55 0.00 0.00 69.06 90.13 0.05(1.2 + 0.2Sds) * DL + E EMAM 0.93 0.00 26.55 0.00 0.00 89.78 90.13 0.10(0.9 - 0.2Sds) * DL + E ELFM 0.74 0.00 18.30 0.00 0.00 68.08 90.13 0.04(0.9 - 0.2Sds) * DL + E EMAM 0.93 0.00 18.30 0.00 0.00 88.33 90.13 0.101.0D + 1.0W 3.62 0.00 22.26 0.00 0.00 311.37 90.13 0.17

Page: 23

Site Number:3/15/2019 4:10:05 PM




phiPn(kip)

Pu(kip)

phiVn

Additional Steel Summary

(ft)ToElev

MemberApplied(kips) (kips)

VQ/I(lb/in)

ShearRatio

Max MemberIntermediate Connectors

ShearElevFrom(ft) Ratio43.88 62.00 (3) PL-PL 6" x 1" 365.7 8.8 25.3 167.0 300.9 0.5550.34762.00 82.00 (3) PL-PL 6" x 1" 449.6 10.8 25.3 157.0 300.9 0.5220.42782.00 90.13 (3) PL-PL 6" x 1" 438.8 10.5 25.3 111.4 300.9 0.3700.417

Upper TerminationConnectorsMQ/I phiVn

(kips) (kips) ReqdNum

ActualNum

(kips)MQ/I

(kips)phiVn

ReqdNum

ActualNumConnectors

Lower Termination

RatioRatioElev ElevFrom To(ft) (ft) Member43.88 62.00 (3) PL-PL 6" x 1" 0.0 25.3 0 0 148.4 25.3 6 80.000 0.73462.00 82.00 (3) PL-PL 6" x 1" 0.0 25.3 0 0 0.0 25.3 0 00.000 0.00082.00 90.13 (3) PL-PL 6" x 1" 93.0 25.3 4 8 0.0 25.3 0 00.460 0.000

Page: 24

Site Name: Program Last Updated: Site Number:Engineering Number:Engineer:Date:Tower Type:

Design Loads (Factored) - Analysis per TIA-222-G Standards

Design / Analysis / Mapping: AnalysisCompression/Leg: 26.7 k Concrete Strength (f'

c): 4000 psiUplift/Leg: 0.0 k Pad Tension Steel Depth: 20.00 inTotal Shear: 15.2 k φShear: 0.75Moment: 1312.9 k-ft φFlexure / Tension: 0.90Tower + Appurtenance Weight: 22.3 k φCompression: 0.65Depth to Base of Foundation (l + t - h): 7.00 ft β: 0.85Diameter of Pier (d): 6.50 ft Bottom Pad Rebar Size #: 7Height of Pier above Ground (h): 0.50 # of Bottom Pad Rebar: 16Width of Pad (W): 18.00 ft Pad Bottom Steel Area: 9.60 in2

Length of Pad (L): 18.00 ft Pad Steel Fy: 60000 psiThickness of Pad (t): 2.00 ft Top Pad Rebar Size #: 7Tower Leg Center to Center: 0.00 ft # of Top Pad Rebar: 13Number of Tower Legs: 1.0 (1 if MP or GT) Pad Top Steel Area: 7.80 in2

Tower Center from Mat Center: 0.00 ft Pier Rebar Size #: 9Depth Below Ground Surface to Water Table: 6.50 ft Pier Steel Area (Single Bar): 1.00 in2

Unit Weight of Concrete: 150.0 pcf # of Pier Rebar: 24Unit Weight of Soil Above Water Table: 120.0 pcf Pier Steel Fy: 60000 psiUnit Weight of Water: 62.4 pcf Pier Cage Diameter: 70.0 inUnit Weight of Soil Below Water Table: 57.6 pcf Rebar Strain Limit: 0.008Friction Angle of Uplift: 15.0 Degrees Steel Elastic Modulus: 29000 ksiUltimate Coefficient of Shear Friction: 0.35 Tie Rebar Size #: 4Ultimate Compressive Bearing Pressure: 6000.0 psf Tie Steel Area (Single Bar): 0.20 in2

Ultimate Passive Pressure on Pad Face: 0.0 psf Tie Spacing: 12 inφSoil and Concrete Weight: 0.9 Tie Steel Fy: 60000 psiφSoil: 0.75

Overturning Moment Usage

Design OTM: 1426.9 k-ftOTM Resistance: 2728.1 k-ftDesign OTM / OTM Resistance: 0.52

Soil Bearing Pressure Usage

Net Bearing Pressure: 2260 psfFactored Nominal Bearing Pressure: 4500 psfNet Bearing Pressure/Factored Nominal Bearing Pressure: 0.50Load Direction Controling Design Bearing Pressure: Diagonal to Pad Edge

Sliding Factor of Safety

Total Factored Sliding Resistance: 80.7 kSliding Design / Sliding Resistance: 0.19

Required Mat / Pier Dimensions & Minimum Rebar based on Reinforcement Ratio

Minimum Required Mat Width: 9.50Minimum Required Mat Thickness: 1.50Minimum Required # of Vertical Rebar in Pier: 24Minimum Required # of Matt Rebar: 16Minimum Required Tie Spacing: 12Minimum Pier Edge to Mat Edge: 18Minimum Required Mat Length: 9.50Minimum Required Foundation Depth: 3.60

MP03/15/19

OK

in - OKin - OKft - OK

OK

STONEYBROOK RD CT, CT 5/13/2014283420

Peter.Giordano

ft - OK

Result: OK

OAA746858

ft - OK

ft - OK

Result: OK

Result: OK

One Way Shear, Flexual Capacity, and Punching Shear

Factored One Way Shear (Vu): 86.9 kOne Way Shear Capacity (φVc): 355.7 k - ACI11.3.1.1Vu / φVc: 0.24 Result: OKLoad Direction Controling Shear Capacity: Diagonal to Pad EdgeLower Steel Pad Factored Moment (Mu): 407.9 k-ftLower Steel Pad Moment Capacity (φMn): 849.6 k-ft - ACI10.3Mu / φMn: 0.48 Result: OKLoad Direction Controling Flexural Capacity: Parallel to Pad EdgeUpper Steel Pad Factored Moment (Mu): 302.7 k-ftUpper Steel Pad Moment Capacity (φMn): 692.5 k-ftMu / φMn: 0.44 Result: OKLower Pad Flexural Reinforcement Ratio: 0.0022Upper Pad Flexural Reinforcement Ratio: 0.0018Lower Pad Reinforcement Spacing: 14Upper Pad Reinforcement Spacing: 17Factored Punching Shear (Vu): 0.0 kNominal Punching Shear Capacity (φcVn): 1168.3 k - ACI11.12.2.1Vu / φVc: 0.00 Result: OKFactored Moment in Pier (Mu): 1396.5 k-ftPier Moment Capacity (φMn): 3701.8 k-ftMu / φMn: 0.38 Result: OKFactored Shear in Pier (Vu): 15.2 kPier Shear Capacity (φVn): 454.6 kVu / φVc: 0.03 Result: OKPier Shear Reinforcement Ratio: 0.0004Factored Tension in Pier (Tu): 0.0 kPier Tension Capacity (φTn): 1296.0 kTu / φTn: 0.00 Result: OKFactored Compression in Pier (Pu): 26.7 kPier Compression Capacity (φPn): 8405.7 k - ACI10.3.6.2Pu / φPn: 0.00 Result: OKPier Compression Reinforcement Ratio: 0.005Mu/φBMn + Tu/φTTn: 0.38 Result: OK

OK - Minimum Reinforcement Ratio Met - ACI10.5.1

in - Pad Reinforcing Spacing OK - ACI7.12.2.2 & 10.5.4

No Ties Necessary for Shear - ACI11.5.6.1

OK - Reinforcement Ratio Met - ACI10.9.1 & 10.8.4

OK - Minimum Reinforcement Ratio Met - ACI10.5.1in - Pad Reinforcing Spacing OK - ACI7.12.2.2 & 10.5.4

-5000

0

5000

10000

15000

200000 2000 4000 6000 8000 10000 12000 14000 16000

Axia

l (ki

p)

Moment (k-ft)

Nominal and Design Moment Capacity and Factored Design Loads

Pu & Mu

Tu & Mu

Design Envelope

Nominal Envelope

Site Name: Program Last Updated: Site Number: American Tower CorporationEngineer:Engineering Number:Date:

Design Base Loads (Factored) - Analysis per TIA-222-G Standards

Analyze or Design a Foundation? AnalyzeFoundation Mapped: NMoment (M): 1312.9 k-ftShear/Leg (V): 15.2 kAxial Load (P): 26.7 kUplift/Leg (U): 0.0 kTower Type (GT / SST / MP): MPDiameter of Caisson (d): 6.5 ftCaisson Embedment (L-h): 31 ftCaisson Height Above Ground (h): 0.5 ftDepth Below Ground Surface to Water Table (w): 6.5 ftUnit Weight of Concrete: 150 pcfUnit Weight of Water: 62.4 pcfTension Skin Friction/Compression Skin Friction: 1Pullout Angle: 30 degrees

Soil Mechanical Properties

γSoil Cohesion φTop Bottom (pcf) (psf) (degree)

0 3 120 0 03 7 120 0 327 32 125 0 34

00000

Required Embedment: 16.2Volume of Concrete: 1045.3 ft3 = 38.7 yd3

Weight of Concrete (Buoyancy Effect Considered): 106.1 kAverage Soil Unit Weight: 74.6 pcfSkin Friction Resistance: 1715.3 kCompressive Bearing Resistance: 796.4 kPullout Weight (Minus Concrete Weight): 1197.6 kNominal Uplift Capacity per Leg (φsTn): 898.2 kNominal Compressive Capacity per Leg (φsPn): 1883.8 kPu: 59.0 kTu/φsTn: 0.00 Result: OKPu/φsPn: 0.03 Result: OKTotal Lateral Resistance: 2429.8 kInflection Point (Below Ground Surface): 21.0 ftDesign Overturning Moment At Inflection Point (MD): 1639.4 k-ftNominal Moment Capacity (φsMn): 11371.4 k-ftMD/φsMn: 0.14 Result: OKφs: 0.75

0

Depth (ft) Ultimate SkinFriction (psf) Pressure (psf)

30003000

STONEYBROOK RD CT, CT 283420

Peter.Giordano

03/15/19

5/13/2014

ft - OK, Caisson Embedment Satisfactory

OAA746858

024000

Engineer Notes

0

Ultimate Bearing

Caisson Strength Capacity

Concrete Compressive Strength (f'c): 4000 psiVertical Steel Rebar Size #: 11Vertical Steel Rebar Area: 1.56 in2

# of Vertical Steel Rebars: 24Vertical Steel Rebar Yield Strength (Fy): 60 ksiHorizontal Tie / Stirrup Size #: 4Horizontal Tie / Stirrup Area: 0.2 in2

Design Horizontal Tie / Stirrup Spacing: 12Horizontal Tie / Stirrup Steel Yield Strength (Fy): 60 ksiRebar Cage Diameter: 70.0 inStrength Bending/Tension Reduction Factor (φB): 0.90 ACI318-05 - 9.3.2.1Strength Shear Reduction Factor (φV): 0.85 ACI318-05 - 9.3.2.3Strength Compression Reduction Factor (φV): 0.65 ACI318-05 - 9.3.2.2Steel Elastic Modulus: 29000 ksiDesign Moment (Mu): 1320.5 k-ftNominal Moment Capacity (φBMn): 5774.9 k-ft - ACI318-005 - 10.2Mu/φBMn: 0.23 Result: OKDesign Shear (Vu): 99.4 kNominal Shear Capacity (φVVn): 515.2 k - ACI318-05 - 11.3.1.1 or 11.5.7.2Vu/φVVn: 0.19 Result: OKDesign Tension (Tu): 0.0 kNominal Tension Capacity (φTTn): 2021.8 k - ACI318-05 - 10.2Tu/φTTn: 0.00 Result: OKDesign Compression (Pu): 59.0 kNominal Compression Capacity (φPPn): 8382.0 k - ACI318-05 - 10.3.6.2Pu/φPPn: 0.01 Result: OKBending Reinforcement Ratio: 0.008

Mu/φBMn + Tu/φTTn: 0.23 Result: OK

in

ACI318-05 - 10.8.4 & 10.9.1

0.0 15.20 1320.500.0 15.20 1320.500.0 15.20 1320.50

-3.9 -1.23 1320.53-3.9 -1.23 1320.53-3.9 -1.23 1320.53-7.8 -13.21 1292.57-7.8 -13.21 1292.57-7.8 -13.21 1292.57

-11.6 -32.83 1203.36-11.6 -32.83 1203.36-11.6 -32.83 1203.36-15.5 -56.99 1029.33-15.5 -56.99 1029.33-15.5 -56.99 1029.33-19.4 -85.67 752.93-21.0 -99.44 604.18-21.0 -99.44 604.18-23.3 -80.01 400.69-23.3 -80.01 400.69-23.3 -80.01 400.69-27.1 -42.27 163.79-27.1 -42.27 163.79-27.1 -42.27 163.79-31.0 0.00 0.00

-35

-30

-25

-20

-15

-10

-5

0-150 -100 -50 0 50

Dept

h (ft

)

Shear (k)

Design Factored Shear / Depth

-35

-30

-25

-20

-15

-10

-5

00 500 1000 1500

Dept

h (ft

)

Moment (k-ft)

Design Factored Moment / Depth

-5000

0

5000

10000

15000

200000 2000 4000 6000 8000 10000 12000 14000 16000 18000

Axia

l (ki

p)

Moment (k-ft)

Nominal and Factored Moment Capacity and Factored Design Loads

Pu & Mu

Tu & Mu

Factored Envelope

Nominal Envelope

4:15 PM 3/15/2019 283420 - STONEYBROOK RD CT, CT (OAA746858)

Number of Sides 18 - Moment, Mu 1312.9 k-ft Capacity Result

Diameter 42 in Axial, Pu 26.7 k 22% Pass

Thickness 0.3125 in Shear, Vu 15.2 k 43% Pass

Orientation Offset ° 330 ° - -

Number of Sides 18 - Quantity -

Diameter, ø 56 in Bar Size #20 in

Thickness 2 in Diameter, ø 2.5 in

Grade A572-50 - Bracket Type Angle -

Yield Strength, Fy 50 ksi Circle 48.88 in

Tensile Strength, Fu 65 ksi Orientation Offset 0 °

Clip N/A in Applied Force, Pu 0.0 k

Orientation Offset ° 0.0 k

Anchor Rod Detail d η=0.5

Clear Distance 3 in

Applied Moment, Mu 405.8 k Quantity -

1842.6 k Diameter, ø in

Bolt Circle in

Grade

Arrangement Radial - Yield Strength, Fy #N/A ksi

Quantity 12 - Tensile Strength, Fu #N/A ksi

Diameter, ø 2 1/4 in Bypass Base?

Bolt Circle 49.15 in Orientation Offset 0 °

Grade Applied Force, Pu 0.0 k

Yield Strength, Fy 75 ksi 0.0 k

Tensile Strength, Fu 100 ksi

Spacing 12.9 in

Orientation Offset 0 ° Quantity -

Applied Force, Pu 109.0 k Diameter, ø in

259.8 k Bolt Circle in

Grade

Yield Strength, Fy #N/A ksi

Arrangement - Tensile Strength, Fu #N/A ksi

Quantity - Bypass Base?

Height in Orientation Offset 0 °

Width in Applied Force, Pu 0.0 k

Effective Width in 0.0 k

Thickness in

Effective Thickness in

Notch 0.5 in

Flat Edge 1.5 in

Grade -

Yield Strength, Fy #N/A ksi

Tensile Strength, Fu #N/A ksi

Horizontal Weld

Horizontal Fillet Size in

Bevel Depth in Capacity -

Vertical Weld 22% Pass

Vertical Fillet Size in 43% Pass

Weld Strength 70 ksi - -

Electrode Coefficient 1 - - -

Orientation Offset ° - -

0.0 k - -

#DIV/0! k - -

0.0 k - -

0.0 k - -Stiffener Comp.

Base Plate

Anchor Rods

Bolt Group 1

Bolt Group 2

Dwyidag

Stiffener Weld (V)

Stiffener Weld (H)

Stiffener Tension

Base Plate & Anchor Rod Analysis

Pole Dimensions Base Reactions

Component

Base Plate

Bending Stress, φMn

Base Plate

Report Capacities

Dwyidag

Dywidag Reinforcement

Dywidag Bar, φPn

Original Anchor Rods

Additional Anchor Rods

Comp. Capacity, φPn

Ten. Capacity, φTn

Horz. Weld, φRn

Vertical Weld, φRn

Anchor Rods, φPn

Stiffeners

A615-75

Fillet

Individual Capacity Summary

Component

Additional Anchor Rods

Additional Rod, φPn

Additional Rod, φPn

Neutral Axis

Anchor Rods

X:\S-V\STONEYBROOK RD CT, CT (283420)\OAA746858 AT&T MOBILITY\OAA746858_01_CUST_STRUCTRL\Monopole.Base-Plate-and-Anchor-Rod.v1.4 Checked By: Peter.Giordano

Reaction Distribution Geometric Properties

Shape - Anchor Rod Quantity, N - Applied Axial Force, Pu k

Width, W in Rod Diameter, d in Applied Horizontal Force, Vu k

Thickness, t in Bolt Circle, BC in

Yield Strength, Fy ksi Yield Strength, Fy ksi

Tensile Strength, Fu ksi Tensile Strength, Fu ksi Vert.-to-Stiffener a=ex/l -

Base Plate Chord in Applied Axial, Pu k Spacing Ratio, k -

Detail Type - Applied Shear, Vu k Weld Coefficient, C -

Detail Factor - Compressive Capacity, φPn k Compressive Capacity, φPn k

Clear Distance - Tensile Capacity, φRnt OK Vert.-to-Plate a=ex/l -

Interaction Capacity OK Spacing Ratio, k -

Weld Coefficient, C -

Chord Length AA in Shear Capacity, φVn k

Additional AA in Bolt Quantity, N - Pu/fPPn + Vu/fVVn

Section Modulus, Z in3 Bolt Diameter, d in

Applied Moment, Mu k-ft Bolt Circle, BC in

Bending Capacity, φMn k-ft Yield Strength, Fy ksi Horz.-to-Stiffener a=ex/l -

Capacity, Mu/φMn OK Tensile Strength, Fu ksi Spacing Ratio, k -

Applied Axial, Pu k Weld Coefficient, C -

Chord Length AB in Applied Shear, Vu k Effective Fillet in

Additional AB in Compressive Capacity, φPn k Compressive Capacity, φPn k

Section Modulus, Z in3 Compressive Capacity, φPn Horz.-to-Pole a=ex/l -

Applied Moment, Mu k-ft Interaction Capacity Spacing Ratio, k -

Bending Capacity, φMn k-ft Weld Coefficient, C -

Capacity, Mu/φMn OK Shear Capacity, φVn k

Bolt Quantity, N - Pu/fPPn + Vu/fVVn

Bend Line Length in Bolt Diameter, d in

Additional Bend Line in Bolt Circle, BC in

Section Modulus, Z in3 Yield Strength, Fy ksi Gross Cross Section in2

Applied Moment, Mu k-ft Tensile Strength, Fu ksi Net Cross Section in2

Bending Capacity, φMn k-ft Applied Axial, Pu k Tensile Capacity, φTn k

Capacity, Mu/φMn OK Applied Shear, Vu k Capacity, Tu/φTn

Compressive Capacity, φPn k

Compressive Capacity, φPn

Arc Length in Interaction Capacity Radius of Gyration in3

Section Modulus, Z in3 kl/r -

Moment Arm in 4.71 (E/Fy) -

Applied Moment, Mu k-ft Dywidag Quantity, N - Buckling Stress(Fe) -

Bending Capacity, φMn k-ft Dywidag Diameter, d in Crit. Buckling Stress(Fcr) ksi

Capacity, Mu/φMn Bolt Circle, BC in Compressive Capacity, φPn k

Yield Strength, Fy ksi Capacity, Pu/φPn

Tensile Strength, Fu ksi

Applied Axial, Pu k

Compressive Capacity, φPn k

Capacity, Pu/φPn

42.418

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

0.0

0.00

0

49.15

75

100

259.8

0.427

#DIV/0!

#DIV/0!

3

0.50

d

18

#DIV/0!

Plate Compression

0.000

#DIV/0!

0.000

42.418

0.0

0.0

-

0.0

-

#DIV/0!

#DIV/0!

0.00

0.0

#DIV/0!

-

405.8

1908.8

0.213

0.000

0.0

0.000

0.000

0.000

0.0

0.0

0.0

0

2.5

Dywidag Reinforcement

48.88

80

100

0.0

0.0

0.0

15.2

0.00

0.00

0.00

0.00

1.00 3.9761

0.0000

0.0

0.0

0.0

0.0

1312.9

0.0

1.0

0.419

Internal Base Plate

12

2.25

15.2

k

0.0

0.0

0.0

Vu

Shear

8846.790.07392.262240.7191

in4#in4in2in2-

Section

-

Factor

k-ft

Mu

Moment

1.001312.9

3.2477 0.8393 4.5 11778.35

Moment

of Inertia

Threads

per Inch

Individual

InertiaNet Area

Gross

Area

0.00

0.0

0.0000 0.0000 0 0.00

0.0000 0.0000 0.0000 0 0.00

0

0

Calculations for Monopole Base Plate & Anchor Rod Analysis

Stiffener Forces

Dywidag Forces

Additional Bolt (Grp2) Forces

Additional Bolt (Grp1) Forces

Anchor Rod Forces

Base Forces

-

Reaction

Stiffener

Dywidag

Bolt2

Bolt1

Bolt

Pole

0.0000 0.00

0.0000 0.0000 0.0000

Plate Tension

36.294

40.294

340.5

1813.2

0.188

36.946

40.946

405.8

1842.6

0.220

4.000

4.000

0

0.0

0.0

0

0

0

0.000

#DIV/0!

#DIV/0!

Base Plate Stiffeners

Additional Bolt Group 2

Additional Bolt Group 1

Anchor RodsBase Plate

0.0000 0.0000

External Base Plate

56

2

0

0

0

109.0

-

#DIV/0!

#DIV/0!

Vertical Weld

Horizontal Weld

50

65

37.041

#DIV/0!

Plate Type Flange @ 82.0 ft Code Rev. G Date Pole Diameter 17.8375 in A.S.I. 1.00 Engineer Pole Thickness 0.1875 in Site # Plate Diameter 24.2 in Moment 211.4 k-ft Carrier Plate Thickness 1.5 in Axial 8.1 k Plate Fy 50 ksiWeld Length 0.1875 in Required Flange Thickness:φs Resistance 6527.34 k-in #NUM! #NUM!Applied -13.19 k-in

# 6 ShowThickness 1 inLength 8 inHeight 12 inChamfer 0 inOffset Angle 30 °Fy 65 ksi

# 3Bolt Circle 21.7 in(R)adial / (S)quare R ↔ ↔

Bolt Gap 6 in

• Diameter 1 inHole Diameter 1.125 inType A325Fy 92 ksiFu 120 ksiφs Resistance 54.52 kApplied 2.70 k

# 6

• DYW. Circle 28.25 inOffset Angle °Type Other Plate Stress Ratio:Diameter 2.2567 in 0.00 (Pass)Fu 50 ksiφs Resistance 159.99 k Bolt Stress Ratio:Applied 47.99 k 0.05 (Pass)

# 3Bolt Circle 19 in Flat Plate Stress Ratio:(R)adial / (S)quare R 0.11 (Pass)

o Bolt Gap 0 inOffset Angle ° Bypass Stress Ratio:Diameter 2.76395 in 0.30 (Pass)Type OtherFy 50 ksiFu 65 ksiφs Resistance 243.22 kApplied 25.74 k

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Plate Type Flange @ 99 ft Code Rev. G Date

Pole Diameter 12.5625 in A.S.I. 1.00 Engineer

Pole Thickness 0.25 in Site #

Plate Diameter 18 in Moment 78.1 k-ft Carrier

Plate Thickness 1.125 in Axial 3.6 k

Plate Fy 50 ksi

Weld Length 0.1875 in Required Flange Thickness:φs Resistance 50.86 k-in 0.60 in OK

Applied 14.41 k-in

# Show

Thickness in

Length in

Height in

Chamfer in

Offset Angle °

Fy ksi

# 8

Bolt Circle 15 in

(R)adial / (S)quare R ↔ ↔

Bolt Gap 6 in

• Diameter 1 in

Hole Diameter 1.125 in

Type A325

Fy 92 ksi

Fu 120 ksi

φs Resistance 54.52 k

Applied 30.74 k

# 0

• DYW. Circle in

Offset Angle °

Type #20 Plate Stress Ratio:

Diameter 2.5 in 0.28 (Pass)

Fu 100 ksiφs Resistance k Bolt Stress Ratio:

Applied k 0.56 (Pass)

# 0

Bolt Circle in Extra Bolt Stress Ratio:

(R)adial / (S)quare

o Bolt Gap 0 in

Offset Angle ° Reinforcement Stress Ratio:

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EXHIBIT 3

EXHIBIT 4

Centerline Communications, LLC 95 Ryan Drive, Suite 1 Raynham MA 02767

Radio Frequency Emissions Analysis Report

AT&T Existing Facility

Site ID: CT2381

FA#: 12906923

Stratford Stonybrook Road

23 Stonybrook Road

Stratford, CT 06614

March 22, 2019

Centerline Communications Project Number: 950012-208

Site Compliance Summary

Compliance Status: COMPLIANT

Site total MPE% of

FCC general

population

allowable limit:

25.65 %


March 22, 2019

AT&T Mobility – New England

Attn: John Benedetto, RF Manager

550 Cochituate Road

Suite 550 – 13&14

Framingham, MA 06040

Emissions Analysis for Site: CT2381 – Stratford Stonybrook Road

Centerline Communications, LLC (“Centerline”) was directed to analyze the proposed AT&T facility

located at 23 Stonybrook Road, Stratford, CT, for the purpose of determining whether the emissions

from the Proposed AT&T Antenna Installation located on this property are within specified federal limits.

All information used in this report was analyzed as a percentage of current Maximum Permissible

Exposure (% MPE) as listed in the FCC OET Bulletin 65 Edition 97-01and ANSI/IEEE Std C95.1. The

FCC regulates Maximum Permissible Exposure in units of microwatts per square centimeter (W/cm2).

The number of W/cm2 calculated at each sample point is called the power density. The exposure limit

for power density varies depending upon the frequencies being utilized. Wireless Carriers and Paging

Services use different frequency bands each with different exposure limits, therefore it is necessary to

report results and limits in terms of percent MPE rather than power density.

All results were compared to the FCC (Federal Communications Commission) radio frequency exposure

rules, 47 CFR 1.1307(b)(1) – (b)(3), to determine compliance with the Maximum Permissible Exposure

(MPE) limits for General Population/Uncontrolled environments as defined below.

General population/uncontrolled exposure limits apply to situations in which the general population may

be exposed or in which persons who are exposed as a consequence of their employment may not be made

fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore,

members of the general population would always be considered under this category when exposure is not

employment related, for example, in the case of a telecommunications tower that exposes persons in a

nearby residential area.

Population exposure to radio frequencies is regulated and enforced in units of microwatts per square

centimeter (μW/cm2). The general population exposure limits for the 700 and 850 MHz Bands are

approximately 467 μW/cm2 and 567 μW/cm2 respectively. The general population exposure limit for the

1900 MHz (PCS), 2100 MHz (AWS) and 2300 MHz (WCS) bands is 1000 μW/cm2. Because each carrier

will be using different frequency bands, and each frequency band has different exposure limits, it is

necessary to report percent of MPE rather than power density.


Occupational/controlled exposure limits apply to situations in which persons are exposed as a

consequence of their employment and in which those persons who are exposed have been made fully

aware of the potential for exposure and can exercise control over their exposure. Occupational/controlled

exposure limits also apply where exposure is of a transient nature as a result of incidental passage through

a location where exposure levels may be above general population/uncontrolled limits (see below), as

long as the exposed person has been made fully aware of the potential for exposure and can exercise

control over his or her exposure by leaving the area or by some other appropriate means.

Additional details can be found in FCC OET 65.


CALCULATIONS

Calculations were performed for the proposed AT&T Wireless antenna facility located at 23 Stonybrook

Road, Stratford, CT, using the equipment information listed below. All calculations were performed per

the specifications under FCC OET 65. Since AT&T is proposing highly focused directional panel

antennas, which project most of the emitted energy out toward the horizon, all calculations were

performed assuming a lobe representing the maximum gain of the antenna per the antenna manufactures

supplied specifications, minus 10 dB, was focused at the base of the tower. For this report the sample

point is the top of a 6-foot person standing at the base of the tower.

Per FCC OET Bulletin No. 65 - Edition 97-01 recommendations to achieve the maximum anticipated

value at each sample point, all power levels emitting from the proposed antenna installation are increased

by a factor of 2.56 to account for possible in-phase reflections from the surrounding environment. All

power values expressed and analyzed are maximum power levels expected to be used on all radios.

All emissions values for additional carriers were taken from the Connecticut Siting Council (CSC) active

MPE database. Values in this database are provided by the individual carriers themselves

For each sector the following channel counts, frequency bands and power levels were utilized as shown in

Table 1:

Technology Frequency Band Channel Count

Transmit Power per

Channel (W)

LTE 1900 MHz (PCS) 4 40

UMTS 850 MHz 2 30

LTE 850 MHz 2 40

5G 850 MHz 2 25

LTE 2300 MHz (WCS) 4 30

LTE 700 MHz 2 40

Table 1: Channel Data Table


The following antennas listed in Table 2 were used in the modeling for transmission in the 700 MHz, 850

MHz, 1900 MHz (PCS) and 2300 MHz (WCS) frequency bands. This is based on feedback from the

carrier with regards to anticipated antenna selection. Maximum gain values for all antennas are listed in

the Inventory and Power Data table below. The maximum gain of the antenna per the antenna

manufactures supplied specifications, minus 10 dB, was used for all calculations. This value is a very

conservative estimate as gain reductions for these particular antennas are typically much higher in this

direction.

Sector

Antenna

Number Antenna Make / Model

Antenna

Centerline

(ft)

A 1 CCI OPA-65R-LCUU-H6 117

A 2 Kathrein 800-10965 117

B 1 CCI OPA-65R-LCUU-H6 117

B 2 Kathrein 800-10965 117

C 1 CCI OPA-65R-LCUU-H6 117

C 2 Kathrein 800-10965 117

Table 2: Antenna Data

All calculations were done with respect to uncontrolled / general population threshold limits.


RESULTS

Per the calculations completed for the proposed AT&T configurations Table 3 shows resulting emissions

power levels and percentages of the FCC’s allowable general population limit.

Antenna

ID

Antenna Make /

Model Frequency Bands

Antenna Gain

(dBd) Channel Count

Total TX

Power

(W)

ERP

(W) MPE %

Antenna

A1

CCI

OPA-65R-LCUU-H6

1900 MHz (PCS) /

850 MHz 14.85 / 12.45 6 220 5,942.63 1.97

Antenna

A2

Kathrein

800-10965

850 MHz /

2300 MHz (WCS) /

700 MHz

13.45 / 15.85 /

12.65 10 330 8,964.74 3.75

Sector A Composite MPE% 5.72

Antenna

B1

CCI

OPA-65R-LCUU-H6

1900 MHz (PCS) /

850 MHz 14.85 / 12.45 6 220 5,942.63 1.97

Antenna

B2

Kathrein

800-10965

850 MHz /

2300 MHz (WCS) /

700 MHz

13.45 / 15.85 /

12.65 10 330 8,964.74 3.75

Sector B Composite MPE% 5.72

Antenna

C1

CCI

OPA-65R-LCUU-H6

1900 MHz (PCS) /

850 MHz 14.85 / 12.45 6 220 5,942.63 1.97

Antenna

C2

Kathrein

800-10965

850 MHz /

2300 MHz (WCS) /

700 MHz

13.45 / 15.85 /

12.65 10 330 8,964.74 3.75

Sector C Composite MPE% 5.72

Table 3: AT&T Emissions Levels


The Following table (table 4) shows all additional carriers on site and their MPE% as recorded in the

CSC active MPE database for this facility along with the newly calculated maximum AT&T MPE

contributions per this report. FCC OET 65 specifies that for carriers utilizing directional antennas that the

highest recorded sector value be used for composite site MPE values due to their greatly reduced

emissions contributions in the directions of the adjacent sectors. For this site, all three sectors have the

same configuration yielding the same results on all three sectors. Table 5 below shows a summary for

each AT&T Sector as well as the composite MPE value for the site.

Table 4: All Carrier MPE Contributions

Table 5: Site MPE Summary

Site Composite MPE%

Carrier MPE%

AT&T – Max Per Sector Value 5.72 %

T-Mobile 7.77 %

Verizon Wireless 12.16 %

Site Total MPE %: 25.65 %

AT&T Sector A Total: 5.72 %

AT&T Sector B Total: 5.72 %

AT&T Sector C Total: 5.72 %

Site Total: 25.65 %


FCC OET 65 specifies that for carriers utilizing directional antennas that the highest recorded sector value

be used for composite site MPE values due to their greatly reduced emissions contributions in the

directions of the adjacent sectors. Table 6 below details a breakdown by frequency band and technology

for the MPE power values for the maximum calculated AT&T sector(s).

Table 6: AT&T Maximum Sector MPE Power Values

AT&T _ Frequency Band / Technology

Max Power Values

(Per Sector)

#

Channels

Watts ERP

(Per Channel)

Height

(feet)

Total Power

Density

(W/cm2)

Frequency

(MHz)

Allowable

MPE

(W/cm2)

Calculated

% MPE

AT&T 1900 MHz (PCS) LTE – Antenna 1 4 1,221.97 117 14.26 1900 MHz (PCS) 1000 1.43%

AT&T 850 MHz UMTS – Antenna 1 2 527.38 117 3.08 850 MHz 567 0.54%

AT&T 850 MHz LTE – Antenna 2 2 885.24 117 5.17 850 MHz 567 0.91%

AT&T 850 MHz 5G – Antenna 2 2 553.27 117 3.23 850 MHz 567 0.57%

AT&T 2300 MHz (WCS) LTE – Antenna 2 4 1,153.78 117 13.47 2300 MHz (WCS) 1000 1.35%

AT&T 700 MHz LTE – Antenna 2 2 736.31 117 4.30 700 MHz 467 0.92%

Total: 5.72%


Summary

All calculations performed for this analysis yielded results that were within the allowable limits for

general population exposure to RF Emissions.

The anticipated maximum composite contributions from the AT&T facility as well as the site composite

emissions value with regards to compliance with FCC’s allowable limits for general population exposure

to RF Emissions are shown here:

AT&T Sector Power Density Value (%)

Sector A: 5.72 %

Sector B: 5.72 %

Sector C: 5.72 %

AT&T Maximum Total

(per sector): 5.72 %

Site Total: 25.65 %

Site Compliance Status: COMPLIANT

The anticipated composite MPE value for this site assuming all carriers present is 25.65 % of the

allowable FCC established general population limit sampled at the ground level. This is based upon

values listed in the Connecticut Siting Council database for existing carrier emissions.

FCC guidelines state that if a site is found to be out of compliance (over allowable thresholds), that

carriers over a 5% contribution to the composite value will require measures to bring the site into

compliance. For this facility, the composite values calculated were well within the allowable 100%

threshold standard per the federal government.

Scott Heffernan RF Engineering Director

Centerline Communications, LLC

95 Ryan Drive, Suite 1

Raynham, MA 02767